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Theoretical and experimental investigation of the buckling of thin cylindrical shells subject to combined torsion and uniform external pressure.

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Theoretical and experimental investigation of the buckling of thin cylindrical shells subject to combined torsion and uniform external pressure.
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Theoretical and experimental investigation of the buckling of thin cylindrical shells subject to combined torsion and uniform external pressure.
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Ekstrom, Ralph Edwin,
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Gainesville FL
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University of Florida
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Subjects / Keywords:
Buckles ( jstor )
Buckling ( jstor )
Cylinders ( jstor )
Cylindrical shells ( jstor )
Eggshells ( jstor )
Hydrostatic pressure ( jstor )
Hydrostatics ( jstor )
Mathematical independent variables ( jstor )
Stress functions ( jstor )
Structural deflection ( jstor )

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University of Florida
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University of Florida
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Copyright Ralph Edwin Ekstrom. Permission granted to the University of Florida to digitize, archive and distribute this item for non-profit research and educational purposes. Any reuse of this item in excess of fair use or other copyright exemptions requires permission of the copyright holder.
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Full Text












Theoretical and Experimental Investigation of the Buckling of Thin Cylindrical Shells Subject

to Combined Torsion and Uniform External Pressure











By

RALPH EDWIN EKSTROM











A DISSERTATION PRESENTED TO THE GRADUATE COUNCIL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE
DEGREE OF DOCTOR OF PHILOSOPHY











UNIVERSITY OF FLORIDA June, 1960























ACKNOWLEDGMENTS


The author wishes to express his appreciation to all the

members of his Supervisory Committee. In particular, he wishes to thank Professor William A. Nash, Chairman, for suggesting the problem and for guidance and encouragement throughout the course of this investigation.

He also wishes to thank Professor Herbert A0 Meyer, Director of the Statistical Laboratory, for assistance with the numerical examples.

Finally he wishes to acknowledge the assistance of Mr. William S. Goree, Graduate Assistant, Department of Engineering Mechanics, during the experimental phase of the investigation















TABLE OF CONTENTS


Page

ACKNOWLEDGMENTS ................................................. ii

LIST OF TABLES ............................................... iv

LIST OF FIGURES. ................................................ v

NOMENCLATURE ................................................. vi

HISTORICAL BACKGROUND ........................................... 1

PART I -- EXPERIMENTAL INVESTIGATION ................. 7

Chapter

I. TESTING PROGRAM ......................................... 8

1.1 Models
1.2 Testing Machine
1.3 Testing Procedure

II. DISCUSSION OF TEST RESULTS ..... .................... 12

PART II -- THEORETICAL INVESTIGATION ................. 14

III. ANALYSIS ................................................ 16

3.1 Basic Relations
3.2 Deflection Pattern and Stress Function
3.3 Periodicity of Circumferential Displacements
3.4 Determination of Deflection Function Parameters

IV. APPLICATION OF THEORETICAL ANALYSIS ................... 32

4.1 Method of Solution
4.2 Numerical Example

PART III -- CONCLUSIONS ............................... 34

REFERENCES..................................................... 55

BIOGRAPHICAL NOTE ............................................. 57


- iii -















LIST OF TABLES


TABLE Page

I. DIMENSIONS AND MECHANICAL PROPERTIES
OF MATERIALS USED FOR CYLINDERS ..................... 36

II. TEST RESULTS .......................................... 37

III. COMPARISON OF EXPERIMENTAL AND
THEORETICAL BUCKLING LOADS ........................... 42


- iv -














LIST OF FIGURES


Figure Page

1. Coordinates of a point on the middle-surface of
the shell ............................................ 43

2. Schematic diagram of testing machine ................. 44

3. Testing machine with cylinder in place ............... 45

4. Typical buckle pattern for stainless steel cylinder
under torsional loading .............................. 46

5. Typical buckle pattern for stainless steel
cylinder under hydrostatic loading ................... 47
6. Typical buckle pattern for stainless steel cylinder

under combined hydrostatic and torsional loading ..... 48

7. Buckling loads for cylinders under torsion alone ..... 49

8. Buckling loads for cylinders under hydrostatic
pressure alone ................................. ...... 50

9. Buckling loads for cylinders under combined
torsion and hydrostatic pressure for L2/Rt = 4,000... 51 10. Buckling loads for cylinders under combined torsion and hydrostatic pressure for L2/Rt - 12,000 .......... 52

11. Buckling loads for cylinders under combined torsion and hydrostatic pressure for L2/Rt = 17)500.. 53 12. Comparison of experimental load-deflection relation with classical solution for cylinder
under torsion alone .................................. 54


- V -














NOMENCLATURE

3
D Et (flexural rigidity) 12(1 - 2) 2)

E Modulus of elasticity F Airy stress function L Shell length

P
P cr (critical pressure ratio) Pcr

R Shell radius T (-xs)cr (critical shear stress ratio)
T(*S
x cr

al, a2, a3, a4 Deflection function parameters bl, b2, b3, b4, b5, b6 Stress function parameters m Number of axial half-waves (m # 1) n Number of circumferential waves p Uniform hydrostatic pressure Pcr Critical value of p for combined loading P*r Critical value of p for hydrostatic loading ~cr alone t Shell thickness u, v, w Displacement components of a point in the middle-surface in the axial, circumferential and radial directions, respectively x, s, z Coordinates of a point in the middle-surface in the axial, circumferential and radial directions, respectively


- vi -












a11, ) L2 , '3


6x C-E 6x
x' 5s, Exs xs




x) s, xs


( xs) cr


(cT* )
XS cr-


Constants in equilibrium equation Tangent of angle between torsional buckle and generator of cylinder Middle-surface axial, circumferential and shear strains, respectively Mean value of shear strain Poisson's ratio

Middle-surface axial, circumferential and shear stresses, respectively

Mean values of axial, circumferential and shear stresses, respectively Critical value of (T for combined xs
loading

Critical value of GTxs for torsional loading alone X5


+ 7 (Biharmonic operator)


- vii -


2
Dx2 -6 s2















HISTORICAL BACKGROUND


Interest in shell buckling phenomena dates back to 1858 when Fairbairn (i)* performed his experiments on the buckling of cylinders under uniform external pressure. The first major theoretical treatment of the problem was published by Bryan (2) in 1888 and, since that time, many investigators have been attracted to the various problems under the general grouping of thin shell instability. This interest in shell theory in general and shell buckling in particular has continued and, in fact, increased. In 1959 an international symposium on the theory of thin shells was held in Delft under the sponsorship of the International Union of Theoretical and Applied Mechanics and was attended by 65 invited participants from 14 countries. An extensive survey of shell buckling was given by Fung and Sechler (3) in 1958 and Nash (4) has recently presented a concise summary of current work. Both papers have comprehensive bibliographies.

Problems in shell buckling are easily formulated, the geometry involved is relatively simple, since most analyses deal with circular cylinders or spheres, and experimental data are not difficult to obtain. However, there is frequently a large difference between the experimental observations and the theoretical predictions. This is particularly true in the case of axially compressed cylinders where the buckling loads predicted by the classical theory are roughly three times


*Numbers in parentheses refer to references at the end of the dissertation.








-2 -


the experimentally determined values. In the case of torsional and hydrostatic loading these differences, while still significant, are not as great. Such results indicate that the buckling phenomena are not fully understood and much of the current work is directed toward determining more realistic buckling criteria.

Buckling occurs in structural elements having one dimension

much smaller than the others; in shells, for example, where the thickness is small compared with the length and width. Such structures can buckle under loading such that the internal forces resisting the external load act along the large dimension; i.e., they are in-plane forces. The initial deflection is thus in the direction of the large dimension with no noticeable displacement in the direction of the small dimension. At the buckling point, two states of strain are possible, the undeflected shape and a deformed shape. The classical shell buckling theories leave the magnitude of this deflection undetermined, just as in the Euler treatment of column buckling. However, the more recent theories carry the analysis into the postbuckling region and show a distinct variation of the post-buckling deflection with the load. This is an important observation, because it indicates a decrease in load carrying capacity immediately beyond the buckling point.

The two most popular approaches to the problem of determining elastic buckling loads are (a) the equilibrium method and (b) the energy or variational method. The equilibrium method has been used in the classical, linearized analyses. It consists of setting up the equilibrium equations for the shell in terms of the load and the







- 3-


partial derivatives of the displacements, assuming a reasonable deflection pattern which satisfies these equations and, finally, determining the values of the load for which the shell is in equilibrium with nonzero deflections. This formulation leads to a system of linear homogeneous equations and is recognized as a linear eigenvalue problem. Numerous examples showing the application of this method are found in Timoshenko's book (5). The energy method is ordinarily based on the principle of minimum potential energy and is the common one for the large-deflection treatments. It requires setting up the expression for the total potential energy---membrane energy, bending energy and work of the external loads, assuming a deflection function and then determining the values of the load for which the potential energy is no longer positive definite. This may be done by actually setting up an expression for the total energy in terms of the displacements and then minimizing with respect to various parameters. This procedure has been used by von Karman and Tsien (6) and by others. An equivalent method involves the use of a general equilibrium equation derived on the basis of minimum energy and this equation is then used to determine the parameters in the assumed deflection function. This is the method used in the present analysis. In either approach using the energy method, the compatibility relation for strains must be satisfied, either exactly or approximately.

The distinction made above between classical and modern theories is that the classical treatment is valid for very small deflections, much less than the shell thickness, and is based on linear strain-displacement and linear stress-strain relations. The modern








-4-


treatments allow deflections of the order of the shell thickness or greater and are based on nonlinear strain-displacement relations, nonlinear stress-strain relations or both. Ordinarily, however, nonlinear strain-displacement relations and linear stress-strain relations are used. These nonlinearities lead, of course, to nonlinear equilibrium and compatibility equations. It is usually not possible to solve these partial differential equations exactly and, in many cases, the difficulties of even a numerical solution are insurmountable. Thus, although the classical approach may give inaccurate results, it is frequently the only means for getting any kind of solution to a particular problem.

Both theories predict the same linear load-deflection relation up to the buckling point. From that point on, they differ; the classical theory predicting an indeterminate value of deflection at constant load and the modern predicting a decrease and then an increase in load with further deflection. Experimental observations agree in general with the modern theories except that the shell buckles before the predicted buckling point is reached. Two explanations have been offered for this. The first, introduced by Donnell in 1934 (7), is that imperfections in the shell reduce the maximum load-carrying capacity and cause it to fail before reaching the buckling point for perfect shells. This treatment requires some measure, usually the mean value, of the magnitude of the initial imperfections. The second explanation, given by von Karman and Tsien in 1941

(6), is that the shell jumps from one equilibrium state (undeformed) to another (deformed) at the same potential energy level, since at







- 5-


some point along the load-deflection curve further deflection (endshortening) in the buckled state requires less work by the external forces than further deformation in the undeformed state. This approach requires a knowledge of the entire pre-and post-buckling behavior of the shell in order to explain the jump phenomenon. Another observation by several investigators is that the deformed shape tends to be a developable surface. This indicates that most of the strain energy in the undeformed state, which is entirely membrane energy, appears in the form of bending energy in the deformed state. This is reasonable, since the thickness of the shell is very small and the resistance of the shell to extensional forces is proportional to the thickness while the bending resistance is proportional to the cube of the thickness.

Ebel (8) has traced the development of the various treatments for the buckling of a cylindrical shell under axial compression. The foundations of each method are examined and particular attention is paid to the types of approximate solutions for the resulting equations.

The majority of the investigations of shell buckling have considered only one type of loading--axial, torsional, hydrostatic or bending. Numerous small deflection analyses consider the effect of two or more types of loadings and most are based either on the set of equilibrium equations given by Timoshenko (5) or on Donnell's eighth-order linear equilibrium equation (9). Since shell buckling theory is widely applied in missile and aircraft design, several investigators have considered the combined effect of internal pressure







- 6-


and some other type of loading. Internal pressurization has marked stiffening effect on a shell and this is an important factor in designing for minimum weight. With the increasing importance of submarines and the interest in optimum design, the problems of uniform external radial loading or of hydrostatic loading become important. The higher speeds and greater maneuverability of modern submarines subject them to more severe loadings than formerly. The present investigation is a contribution to this area and is believed to be the first large deflection analysis of the buckling of a cylindrical shell under any type of combined loading.















PART I


EXPERIMENTAL INVESTIGATION



Fung and Sechler (3) have indicated the areas for which no

work on combined loading of shells was found up to 1958. Cases which are of practical interest and which include uniform external pressure are (a) hydrostatic pressure plus bending, (b) hydrostatic pressure plus torsion and (c) hydrostatic pressure plus bending and torsion. Since that time the results of tests conducted at North American Aviation Company on circular cylinders under various combinations of loads have been published. One group of tests (10) covers the case of hydrostatic pressure plus torsion, but results are given for only one geometrical configuration. Therefore, as background for the theoretical investigation of Part II, it was necessary to conduct a series of tests in order to have experimental data for comparison purposes and also to have a basis for formulating a reasonable deflection pattern.


- 7 -















CHAPTER I


TESTING PROGRAM



101 Models

The models used in this series of tests were unstiffened cylindrical shells constructed from stainless steel and aluminum strip. Three lots of Type 301 stainless steel strip were available; -hard, 0.008" thick and full-hard, 0.006" and 0.0075" thick. The aluminum was Type 3003-H19, 0.008" thick. Measurements taken prior to forming the cylinders showed that there was no significant variation in the thickness of the material. The material properties are shown in Table Io

All of the models were made by rolling the metal strip around a thick-walled steel tube and joining the ends with a 3/4" lap joint. For ease in fabrication and to avoid the introduction of initial stresses, an epoxybase resin cement, Shell EPON VI, was used at the lap joints rather than riveting or welding. This adhesive was cured under moderate pressure and heat according to the manufacturers directions. It appears that these joints might stiffen that part of the cylinder appreciably. However,,reports from various investigators indicate that this is not the case, because buckling waves appear across the joint with no noticeable change in pattern. The present tests have confirmed these observations.

- 8 -







-9 -


1.2 Testing Machine

A special testing machine capable of applying axial, torsional and hydrostatic loadings, either singly or in combination, was constructed from structural steel. The machine will accomodate cylinders of 4", 6", 8" and 10" inside diameter of lengths up to 48". A schematic drawing of the machine is shown in Fig. 2 and Fig. 3 shows the machine with a cylinder in place ready for testing.

The cylinder is held in the machine by two end flanges made of 2" lengths of the same thick-walled tubing used to form the cylinders. This tubing was welded to 3/8" circular steel plates and each welded joint was carefully machined so that the end of the cylinder would bear uniformly on the plate during the application of axial loads. Steel bands, as seen in Fig. 3, clamp the cylinder to these end flanges. For tests involving hydrostatic pressure, a commercial joint sealing compound, Gasoila, was found to be satisfactory for the moderate pressures involved. This method of holding the cylinders approximates the condition of clamped ends.

Axial loading is applied by means of a worm gear jack at the base of the machine. This jack has a capacity of 5 tons and a gear ratio giving one inch of travel for 64 turns of the handwheel. Strain gage readings from the compression dynamometer just above the jack indicate the axial load. The thrust bearing just above the dynamometer allows the cylinder to twist while under combined axial and torsional loading. Torsional loading is applied by means of a lead screw which pulls the cable wrapped around the movable base plate to which the lower end flange is fastened. The magnitude of this force is measured by a tension dynamometer between the lead screw and








- 10 -


the cable. A dial indicator mounted on the machine frame measures the total angle of twist of the cylinder. Since the required hydrostatic pressures are less than one atmosphere, uniform external pressure is applied by partially evacuating the air from the cylinder. A manifold mounted on the frame of the machine is used to control the amount of vacuum and the difference between the internal and the external pressures is shown by a mercury manometer. The weight of the lower end flange and base plate is balanced by an axial load applied with the jack.


1.3 Testing Procedure

To insure a uniform state of loading on the cylinders, a

level and a dial indicator were used to align the end flanges after the cylinders were in place. In addition, strain gages were used on some specimens to check for uniformity of loading. Most of the cylinders had no apparent permanent deformation after the tests and, as a further check on the alignment of the machine, four of these cylinders were buckled under axial compression alone following the hydrostatic pressure and torsional buckling tests. Three or four full rows of the well-known diamond pattern formed completely around the cylinder indicating that the alignment was accurate. For this loading, buckling occurred suddenly in a violent "snap-thru" action. The maximum radial deflection was about k" and permanent deformation and partial failure of the seams resulted.

For combined hydrostatic pressure and torsional loading the order of application of the loads was found to be immaterial.







- 11 -


However, since permanent deformation often resulted during buckling under hydrostatic pressure alone, the following loading procedure was adopted so that several tests could be run on the same cylinder.

(a) Torsional load applied until buckling occurred.

(b) One-fourth of critical load from (a) applied
and then hydrostatic pressure applied until buckling occurred.

(c) Step (b) repeated for one-half and three-fourths
of critical load from (a).

(d) Hydrostatic pressure applied until cylinder
buckled.

In many cases, including all those for hydrostatic pressure alone, the "snap-thru" type of buckling occurred and, hence, the buckling point was easily determined. In all the tests where torsion was involved a sudden, definite drop in the torsional load was observed at the buckling point, even for those cylinders which buckled gradually. The buckle pattern formed across the seam with no distortion in shape and none of the seams failed during buckling or in the early stages of the post-buckling region.















CHAPTER II


DISCUSSION OF TEST RESULTS



The experimental values of buckling loads, number of lobes and angle of the lobes are tabulated in Table II and non-dimensional plots of these loads are given in Fig. 7 through Fig. 11. The buckling loads under torsion alone are shown in Fig. 7 and, for comparison purposes, the theoretical solution of Batdorf (11) is also plotted. Fig. 8 is a similar plot for buckling under hydrostatic pressure alone. Figs. 9 through 11 are interaction curves for buckling under combined loading. Suer and Harris (10) concluded that the interaction curves may be represented by a parabola of the form P + T2 = 1, where P and T are the non-dimensional hydrostatic pressure and torsion ratios. This parabola is shown along with the experimental data. They concluded, on the basis of tests for one set of geometric parameters, that this curve is a relatively accurate representation. However, the tests conducted in this investigation indicated a definite variation of the interaction curves with the parameter R.
t
The complete load-deflection curve for a cylinder under torsion alone is shown in Fig. 12 with the classical solution (9) included for reference. The large deflection theories predict, in general, a post-buckling drop in load which the classical theories do not account for. This effect is clearly indicated in Fig. 12. Although the combined loading tests were ordinarily conducted by

- 12 -








- 13 -


applying the torsional load first and then increasing the pressure until buckling occurred, the procedure was reversed in some tests in order to observe the torsional load-deflection variation. In all these cases, the relation was similar in form to that shown in Fig. 12.

Accurate measurements of the angle of the lobes was difficult, but it is reasonable to assume a linear variation of the angle with the torsional parameter T.

In all the tests under hydrostatic pressure alone, the buckling pattern formed completely around the cylinder. In some of the other cases, the entire pattern did not appear initially and it was necessary to estimate the number of lobes.

Figures 4 through 6 are typical buckling patterns for one particular cylinder.















PART II


THEORETICAL INVESTIGATION



As was pointed out in the introduction, much of the recent

theoretical work on the buckling of cylindrical shells under combined loads has been directed toward the cases of internal pressure plus axial compression and internal pressure plus torsion. However, some types of loadings related to the present investigation have been considered. In 1935, Imperial (12) considered the case of combined axial compression, radial pressure, flexure and torsion from the linear eigenvalue approach outlined by Timoshenko (5) and Lipp (13) studied the combined effect of axial compression and torsion by similar methods. Suer and Harris (10) applied Donnell's eighth-order linear equilibrium equation to the problem of the stability of cylinders under combined torsion and hydrostatic pressure. They obtained a solution by Galerkin's method based on an assumed radial deflection function in the form of an infinite trigonometric series.

The present investigation is based on the usual shell theory second-order strain-displacement relations and includes the effect of initial imperfections by using the hypothesis advanced by Donnell (7) that the shape of these imperfections is the same as the buckled form of the cylinder. The assumed deflection function is based on experimental observations, but because of the complexity of the problem, an approximate, rather than exact, stress function is used. The stress

- 14 -







- 15 -


function coefficients are determined from the compatibility relation by Galerkin's method and, therefore, the condition of compatibility of strains is satisfied in the least squares sense.

One of the deflection coefficients, a4, is determined from

the condition of periodicity of the circumferential displacements and the remaining three from the equilibrium equation in the radial direction. Again, Galerkin's method is applied to determine average values of these three coefficients in terms of the applied load.

Finally, a numerical example is worked out and compared with the experimental data.















CHAPTER III


ANALYS IS



3.l Basic Relations

This analysis is based on the finite deflection strain-displacement relations introduced by Donnell (7) and the usual form of Hooke's law.

The strain-displacement relations, derived on the basis of Donnell's simplifying assumptions, in the middle-surface of a thinwalled cylindrical shell of radius R are:



ex = -- 1








where 6x, s and Exs are the axial, circumferential and shearing strains, respectively, and u, v, and w are the displacements of a point in the axial, circumferential and radial directions respec-i tively. The imperfection factor, K, is defined as:

K - 1 + 2wo = constant, [2]
w
where wo represents the initial radial deviation from perfect shape. This implies that the significant component of initial deflection is the same shape as the final displacement. The coordinate directions for strains and displacements are shown in Fig. 1.

- 16-








- 17 -


The middle-surface membrane stresses are derived from Equation [i] and Hooke's law as:


S_


ID SS ax


where ,x and s are positive in tension, E is the modulus of elasticity andl) is Poisson's ratio.

Chien (14) gives a generalized equilibrium equation in terms of membrane stress resultants which for the present case reduces to:


DV4"Z = kV -W g 2 AIA X- - & 4!IS fD )2-jx,),5 06s2


where Nx, Ns and Nxs are the membrane stress resultants, p is the exte n l ra i l pr s u e, D -Et 3 2 tn r a r 2)is the flexural rigidity andV is the Laplace operator.

By defining the Airy stress function as:


X~ X_ ~ - [5] Equation [4] becomes:


t Tx dv A5'95 [6]


Donnell also obtained the following compatibility relation in terms of the Airy stress function and the radial deflection:








- 18 -


V = = K [ )A 2


For any assumed form of w, F may be found from Equation [7] as the sum of a homogeneous solution of this equation and a particular solution. For the case of combined hydrostatic pressure and torsion, the homogeneous solution is:

F = b x2+ b xs + b x2 [8] where:

2bI = , the mean circumferential stress,

-b2 = (7xs , the mean shearing stress [91

2b3 = x , the mean axial stress.


3.2 Deflection Pattern and Stress Function

A pattern for the radial deflection, consistent with the experimental observations presented in Part I, is:
w = alsin m---x co ns + a2 sin n(s + fx)sin

L R R L

[i0]

+ a3 ( cos2x - 1 ) + a4
L

where al, a2, a3, a4 and are parameters, m is the number of axial half-waves and n the number of circumferential waves. The first term on the right corresponds to the classical axial compression pattern, the second to the large deflection torsion pattern (15) and the third accounts for the axially symmetric deflection under uniform radial loading. The last term, a4, is included to allow







- 19 -


uniform radial deflection prior to buckling. This deflection function does not satisfy the clamped end condition, since w = a4 at x = o and x = L and a- 0 at x = 0 and x = L. However, the effect of the end conditions is rapidly damped out in a narrow region around the ends and the basic deflection pattern [iH is thus the dominant one. This problem, the effect of edge conditions, is discussed at length by Goldenveiser (16) .

A stress function satisfying the compatibility relation [71

and in agreement with the deflection function was found to contain 38 terms. An analysis based on this stress function would be almost impossible to carry out and, therefore, the following approximate stress function was assumed:

F = blX2 + b2xs + b3s2 + b4 cos 2fx + b5 sin m3_x cos
L L R



+ b sin n(s +(x) sin Zx
R L

where the coefficients b4, b5, and b6 are found from the compatibility relation [7] to be:



b4 ='2R 3 r.4




-Z

52







- 20 -


- 2 - +J










3.3 Periodicity of Circumferential Displacements

Physical considerations lead to the conclusion that the circumferential displacement, v, must be a periodic function of s. This is expressed in the condition that a contains no constant terms or ) Cs
functions of x alone. From equations 1 and [3] 2 is found to be:
C ,L q[3



Substitution of [10] and [11] in [13] gives the following set of terms not involving periodic function of s:


b, . - C16 -' [-o A14]
4- ZT -L Z e/C

Expressing b 4 in terms of a1 and a3from [12] and setting [ 14] equal to zero yields the following relation which is the condition that v be a periodic function of s:

2k, 2 T X [15] 44 3 Z- + I ,


This shows that a4 may be expressed in terms of the other coefficients and hence is not an independent parameter. Equation [15] indicates a variation with x and, in order that a4 may be a constant, the value







- 21 -


at x = L will be used as the approximate periodicity condition. Thus:
2
b,[16]



A more precise condition could be obtained by taking more terms in the stress function.


3.4 Determination of Deflection Function Parameters

The three remaining deflection parameters, a1, a2 and a3, must be such that the equilibrium equation [6] is satisfied. Substitution of w and F in [6] yields the following relation among the a's:







- 0b(~' 1 .7 ^
L k t- I t 1 3 R1..









in b3 (.Lb3 _ b+ ,. b



+5 L f" b5 ]b Cos C. + A]
2 1? +


4 4 4 F
QL b







- 22 -


- frx Cos _ os L Le


2) Oox




do 2LX1'1


)1 7


0 *- ,2,




cb6j


[ 17]


2 m, , / h


+ ,; Lt Cc 5L sIn jn s


eo7 S - S, ' ;e d4 /


-__


Z.6


- 0


where:


t I = _4-


/4


12 t +


)13 [4
R3/6-


g3 -+ /02 ,-


r b


.Z 2"


,z A2r,-, 1
,e~zzz X/


+ n 'e 4-Z


+ 2 4-


m /;Ly C,9 1 dos --Z- -lin


ly3= 4


%--, - rX







- 23 -


Let H denote the left hand Bide of this equation; that is, H is the residual when approximate values of a1, a2 and a3 are substituted in [ 17]. Galerkin's method will be used to determine weighted average values of these parameters so that H is a minimum and will be applied in the following form:



I-i~~- j ~ tJ~= =~ 18] 40 0

This results in three simultaneous nonlinear algebraic equations which must be solved for a1, a 2 and a 3.


Lz
t L2-fz 2 3




~ t L4L. f2- -+







- 24 -


LS


t a*% " �


71LLL


2.
+ 0- / Z6


4 -r " /?


_______ _ 1. l - 19a]


I- - z iy mK. {n %l.1


21 4 - 4-


/-


+ c~3 [ {


-_ ( l-n 7e T1 z z +- 1


-
W.S. + A"i



b ~ ) Fk 4 �2


'krr 2e ,' I - z.
4. z 122,


t ,2. Z-L4 Lx

2-A

+ 1a' &
ILL'~)


! 2-


2-


i
1 4-


b3 +. 1% d







- 25 -


-b5


+
2~)


Y, L 1- -4
7~ L8~ L- /Z'2 I


1 itL 4-J



12L8~ L


2L&


+ 2-

L8~~~1 L RC L-(


___ _ � ____L


- L,0


zI x - L ,




2. 2-s 4{~ LV~~~


[19b]


-~.


4- 6, 0 4- k 2-,n








- 26 -


_tKy f IX-( . 1 -Z) 't( T r "I 2 L % L 4






7/


_4: j"+ - Lzi


E L
i? A~L


7__ __ ELwC3~f -4.-2. ( 1 2 Z- I



2 07L f- L7~


.


Fc 1 h3
8( + m 1


+ 4-F + ' -


p34-lz - L4- (z?- -L '- z- '






- 27 -


Ad f I - P ce* 41 2414.- 0+


+ 6, '. -k -"
21 3 Z'44


L -


+- If b


3 1i t x ZL�3a L:E


4- 0- OL 4 n",K RC .1


L2- 3 11 L L L, al i


.4- Yic4 t LZ~


CL a a_,lf


7I


Ll- ~3J


[19c]


3�


I.4 --


lei L4- f2Ln Lk -+ -E --t-


+ =
Ll -2







- 28 -


However, since m, n and also appear as parameters in these equations, al, a2 and a3 will be functions of m, n and Y . The parameter ' represents the tangent of the angle that the torsional buckles make with a generator of the cylinder. A simple, yet accurate, approximation for

valid for 200 -2 : 20,000, has been derived by Donnell (9):
-- R-


_ . 732.


[20]


This may be modified to apply to the case of combined loading by assuming that the angle varies linearly with T, where T is the ratio of the critical torsional load under combined loading to the critical torsional load under torsion alone:


T =(G-. , )c r


Thus, since the angle is small, linearly with T and, therefore,

= -T /" 7Zz



Note that -0 for hydrostatic loading equation[19I becomes:


[21]


it may be assumed that '( also varies in all cases is given by:


[ 22]


pressure alone and for this type of


[4.~ ~-___v V 4 rI.K f ,,h,,- Kt-2 8-24 4
L 2 -L" I _ b,. L+ -C:


+ ." { .g, {. L + _-+ } -o


t 'S






- 29 -


ILFk R .
-4- R 3


lt, C- K ,'i,% " + bzs
i23 -2


E;-K 'n2

raiy, -


""--*


F Z n kLl


p- 4. E l .42,


+&2. ,-


ILI


2 A-4
+,Th -L L(-


'4-


C ir~
41


+ +


M4- -


/0 7 Z.)


S az 8 1--.+


- 8 +


to
4 E'. T
2 aL4 p_, + -


Lc, - 3 b


-h


1- % O~


z /..' " - ,


.f- 2 _, L -4


[ 2 3a]


+ � 4


+ (1 51


+ , 03 - -






- 30 -


+C . u.


a L -4


++_ % 4I\ IIY -�, 3,-


4


-F -n i


+O0


+ ,. L f/2 ~ f .,- 2-,-


I 23 b]


+ 7- r? 16Lp 8 1


4- <- !r - - 2_ 7- --


L 2 'n4 1 - -yz


+ E' + -


271-8 L2 if- E


z


2.
+0.
2.


Af 7) b
-C ii , 1 3 1


n", fr 8 - -1
-FL-4 21







- 31 -


+ az a[


2./ ;L L 8 8- ' _


-4
L


+4~t [


Iyt


4- P
4-


7Gr"


2. IZ L8


EZ~ 4 4 2 TrL -) AC, 8 ? ti +-


~?iA?{~ {


L....z_..,L n- -2. ]


[22- t{ k4-4


+4 - - L - --


II Z


-41
2.
Tr+~i{j

L/~1L


4-F 1


I (,1-A k4)-:


-2..
ix~I {-~:


U A 4 AZ


L2- b3


0 4- +


-~
.3


-4 & 4- 6- -1
L22J


'Dr8I- )1 ~ -74LL 1;El


--
z.


4


. 2


[ 2 3c]


,2


.z


- o


L -Z r-, 4r22'1


f r--,V z I-


+


4-















CHAPTER IV


APPLICATION OF THEORETICAL ANALYSIS


4.1 Method of Solution

The terms in equations [ 19a] , [19b] and [19c] involve products of the three deflection coefficients. However, each equation is quadratic in al, a2 and a3' In order that real solutions exist for each of these nine quadratic equations, the discriminant of each must be greater than or equal to zero and, for any particular pair of values of n and Gxs, the discriminant is a function of m and p. Since minimum values of p are desired, each discriminant may be set equal to zero and then solved for the relation which exists between the two deflection coefficients involved. The three sets of relations between a1 and a2, for example, determine regions in the aI - a2 plane for which the deflection is real. Similar sets of relations hold for a1 and a3 and for a2 and a3. Each of these nine relations is, of course, a function of m and p. The minimum value of p for which all the a's are real; i.e., the greatest lower bound on p, represents the buckling pressure corresponding to the assigned values of n and U2's.
xs
Windenberg and Trilling (17) have presented an empirical formula for n, the number of circumferential waves, in the case of hydrostatic pressure alone. This formula has been found to be in good agreement with observations. For torsional loading alone, n may be greater, but for the cases tabulated in Table II, this difference is 2 at most.

- 32 -







- 33 -


Because this difference is small, it may be reasonably assumed that n is constant for all loading conditions on any one cylinder. The relation derived by Windenberg and Trilling is:


z~t24] and, since n must be an integer, the nearest integer to the value given by [24] will be used.


4.2 Numerical Example

The theoretical solution of Chapter III is, in a sense, a set of characteristic equations. As a test of the validity of this solution, buckling loads for a perfect cylinder under three loading conditions were computed and compared with the experimental values for a cylinder having the same dimensions. These experimental values were taken from the data for Cylinder A as given in Table II. This dimensions of this cylinder are R = 3", L - 19.85" and t = 0.0075". The corresponding non-dimensional geometrical parameters are -12= 17,500 Rt
and R = 400.
t
The values of pcrand were computed first. Then,
e ales f cr (xs cr

iT-x s was assigned a value of 1/2( 9-* r and the corresponding value
* ri q
of p computed. Equation L24] predicted 5 circumferential waves. These results are listed in Table III and, while the loads are somewhat larger than the observed loads, the correlation with the test results is good.















PART III


CONCLUSIONS


Results have been given for a series of tests conducted to determine the elastic buckling behavior of thin-walled cylinders under hydrostatic pressure and torsion, both for individual and for combined loads. The non-dimensional interaction curves follow, in general, the parabola P + T2 1 1, where P and T are the non-dimensional critical hydrostatic and torsional loads, respectively.

On the basis of these test results, a theoretical solution has been obtained for predicting the critical loads. It was developed from the second-order strain-displacement relations derived by Donnell and Chien's equilibrium equation. The stress function and displacement function parameters were determined by applying Galerkin's method to the compatibility and equilibrium equations. This led to a system of three nonlinear algebraic equations which involve three of the stress function parameters and the two loading parameters and which may be considered a system of characteristic equations. Although these equations are nonlinear, they are quadratic in each of the stress function parameters. Buckling loads were taken as the least values of the loading parameters for which the deflection parameters were real. It was possible to determine the loads by a consideration of the discriminants of the various quadratic equations and thus avoid the necessity for completely solving the system


- 34 -,









- 35



of nonlinear equations.

To test the validity of the method and of the equations,

a numerical example was computed and the results compared with the observed buckling loads for a cylinder of the same geometry. The calculated values were somewhat greater, just as in other theoretical analyses, but followed the trend of the experimental results.










TABLE I


DIMENSIONS AND MECHANICAL PROPERTIES OF MATERIALS USED FOR CYLINDERS


Material Type Hardness Thickness Tensile Modulus Shear Modulus Flexural Rigidity in. psi psi in.-lb.



Stainless 301 One-half 0.008 29.0 x 106 11.2 x 106 1.37 steel

Stainless 301 Full 0.0075 29.0 x 106 11.2 x 106 1.12 steel

Stainless 301 Full 0.006 29.0 x 106 11.2 x-106 0.574 steel

Aluminum 3003 H 19 0.01 10.0 x 106 3.85 x 106 0.916









TABLE II TEST RESULTS


CD
-44


o ca*
* 4 40 0 d
).4 uS.4J 14 E- 04 r


A 3 19.85 0.0075 17,500 400 4,800 3,820
2,420 1,210


B 3 17.75 0.006


C 2 16.2


17,500 500 4,400 0
2,260 0.46 1,130 0.66
0 0.86


0.0075 17,500 267 8,300
6,850 6,570 5,840 5,370 4,770 3,520
0


0
0.69 0.98 1.13 1.22


6
5
5
5
5


1,260 1,460 1,455


I
0.75
0.50 0.25
0

1
0.51 0.26
0

1
0.82
0.79 0.70 0.64 0.57 0.42
0


0
0.56 0.80 0.92
i

0
0.54 0.77
1

0
0.15 0.31 0.46 0.62 0.77 0.94
1


687 484 332 196
0

659 338 186
0


--1,130
--1,040
-- 987
-- 888
-- 777
-- 679
-- 370 148 0


0
1
2
3
4
5
6.1 6.5










TABLE II--Continued


1.4 0
4-1
~~$4 I.u ou
to-- 141
-4 . . .04
,4C 1 co 10) -44 -4 -4

z- 759 14 4


D 2 14.49 0.006 17,500 333 6,790 0 1 0 0 1.88 0 1

E 3 18.97 0.01 12,000 300 2,820 0 1 0


F 2 13.43 0.0075 12,000 267 8,550 8,360 7,760
7,450 6,240 5,360
4,760 3,580
0


0
0.49 0.98 1.47
1.97 2.45
2.94 3.43 3.65


1
0.98
0.91 0.87 0.74 0.63
0.56 0.42
0


0
0.13
0.27 0.40
0.54 0.67 0.80
0.94
1


G 2 12.00 0.006 12,000 333 6,820 0 1 0 2.74 0


1,490


1,110 1,030









1,030


-- 759 14 4 137 0 0 4

-- 910 10 6

-- 1,040 9 5
-- 996 9 5
-- 937 9 5
-- 848 8 5 . 788 6 5
-- 625 5 5
-- 551 5 5
-- 402 4 5


117


0 0 5


- - 665 112 0









TABLE II--Continued


-r44
co 60 M 0 0.4 0 w. 4-.0J Cu 1
4J ..4 P4 E-4 .0


H 4 10.97 0.0075 4,000 534


5,170 0 1 0 4,330 0.24 0.86 0.17 4,170 0.49 0.82 0.33 3,390 0.74 0.67 0.50 2,780 0.98 0.55 0.67 1,850 1.22 0.37 0.83
0 1.47 0 1


1 2 8.00 0.008


4,000 250 10,700 0 1 0
0 6.18 0 1


J 2 7.75 0.0075 4,000 267 10,200 0 1 0 9,550 0.98 0.94 0.16 8,350 1.96 0.82 0.31 7,780 2.45 0.77 0.39
0 6.37 0 1


1,430 11 6
0 0 5


400


409


1,540 1,210 950 825
0


10 6
8 6 8 6 7 6 0 6


1,000 856 803 656 656
347
0


9 9 7 8 7 8 6 8
5 8 4 8 0 8










TABLE Il--Continued


4O

41 u
u$ n4 r4 1 U) (a C 4) -4 -A. ".4 P4' m) 9 t Al $44 -.. 0. p


K 2 7.75 0.0075 4,000 267 9,850 9,250
8,650 8,240 7,500 7,130 6,650
0


L 2 6.93 0.006
q


4,000 333


M 2 6.93 0.006 4,000 333


7,410 6,950 6,220
0

7,470 5,080
0


338


0
0.98
1.47
1.96 2.45
2.94 3.42 6.12

0
0.42
1.56 8.40

0
2.10 4.01


1
0.94 0.88
0.84 0.77 0.72 0.68
0

1
0.94 0.84
0

1
0.68
0


0
0.16 0.24 0.32 0.40 0.48
0.56
1

0
0.10
0.38
1

0
0.52
1


1,210 929 878 825 723 671 620
0

1,010 677 534
0

1,010 290









TABLE II--Continued


4 w-4 14 0 4
s41 0







0 2.54 o I -- 47 0 0 10 0 4 8.00 0.008 2,000 500 5,350 0 1 0 200 -- 1,300 25 12 P 4 8.00 0.008 2,000 500 0 2.10 0 1 -- 39 0 0 9









TABLE III


COMPARISON OF EXPERIMENTAL AND THEORETICAL BUCKLING LOADS


( xs cr Pcr T P n Arctan Y

E C E C E C E C E C E C



4,800 5,160 0 0 1 1 0 0 6 5 140 8.70 2,420 2,580 0.98 1.0 0.50 0.50 0.80 0.77 5 5 70 4.40


0 0 1.22 1.3 0 0 1 1 5 5 0 0


2
Data are for cylinder A: R = 3", L = 19.85", t = 0.0075", R 17,500,


E indicates experimental values. C indicates computed values.


I = 400
t







- 43 -


Fig. l.--Coordinates of a point on the middle-surface of the
shell.








- 44 -


A


Mercury Manometer


To Vacuum Pump


Y
Fixed End Flange





Cylinder



Movable End Flange



Thrust and Radial Load Bearings

Worm Gear Jack


/Torsion
Dynamometer



Axial Load Dynamometer


Fig. 2o--Schematic diagram of testing machine.










- 45 -


Fig. 3o--Testing machine with cylinder in place.








- 46 -


R = 3", L = 19.85", t = 0M0075",


L2
= 17,500, . = 400,
Rt t


T = 4920 psi xs



Fig. 4o--Typical buckle pattern for stainless steel cylinder
under torsional loading,








- 47 -


R = 3", L = 19.85",


Rt = 17,500,
Rt


E - 400,
t


t = 0.0075" p = 2.5 psi


Fig. 50--Typical buckle pattern for stainless steel cylinder
under hydrostatic loading.









- 48 -


R = 3", L = 19.85",


17,500, R = 400, G- =
t xs


t = 0.0075",


2840 psi, p = 1.4 psi


Fig. 6o--Typical buckle pattern for stainless steel cylinder
under combined hydrostatic and torsional loading.


2
L
Rt





































(c-:s)cr tL2

DTr2


7
7
7
1
6 /~
7

7/
9

7./ 7/ 7/ 7/ 7/
7


7/
Batdor (11)


L 2

Rt Fig. 7o--Buckling loads for cylinders under torsion


alone





















0 /





- s
-S�
0


Fig. 8o--Buckling loads for cylinders under hydrostatic pressure alone.


102


crRL2
D TW







- 51 -


Xf-P + T 1
V
0. 75





0050 V

P
p b\ A



0.25


\


0
0 0.25 0.50 0.75
T
Cylinder R/t V H 533 A L 333 a M 333 O J 267 K 267


Fig. 9.--Buckling loads for cylinders under combined torsion
and hydrostatic pressure for L2/Rt = 4,000.







- 52 -


1





0.75 0.50


0.25





0


0.25


0.50


0.75


Cylinder

V F


Fig. 1O.--Buckling loads for cylinders under combined torsion
and hydrostatic pressure for L2/Rt = 12,000.


"~- +T2
-- P + T 2

Nv
N



\ V







- 53 -


P+ T2



0o75
\





0.50

P




0 .25
Q\










0 0.25 0.50 0.751
T

Cylinder R/ t A A 400 C 267







Fig. 110--Buckling loads for cylinders u~der combined torsion
and hydrostatic pressure for L /Rt = 17,500.







- 54 -


6,000 Classical 5,000





4,000





3,000 ..





2,000
/.

/'


1,000






0 2,000 4,000 6,000 Cylinder A: R 3", L 19.85", t = 0.0075"


Buckling loads:


8,000

7x (L)2


Classical 8,100 psi Experimental 4,920 psi


Fig. 12.--Comparison of experimental load-deflection relation with
classical solution for cylinder under torsion alone.














REFERENCES


1. Fairbairn, W., "On the Resistance of Tubes to Collapse," Philosophical Transactions of the Royal Society, vol. 148, 1859,
pp. 389-413.

2. Bryan, G. H., "On the Stability of Elastic Systems," Proceedings of the Cambridge Philosophical Society, vol. 6, Part 4,
1888, pp. 199-211.

3. Fung, Y. C., and Sechler, E. E., "Instability of Thin Elastic Shells," Structural Mechanics, Proceedings of the First
Symposium on Naval Structural Mechanics, August 11-14,
1958. New York: Pergamon Press, 1960, pp. 115-168.

4. Nash, W. A., "Recent Advances in the Buckling of Thin Shells,"
Applied Mechanics Reviews, vol. 13, no. 3, 1960, pp. 161-164.

5. Timoshenko, S. P., Theory of Elastic Stability. New York: McGraw-Hill Book Company, 1936.

6. Karman, T. von, and Tsien, H. S., "The Buckling of Thin Cylindrical Shells under Axial Compression," Journal of the Aeronautical Sciences, vol. 8, no. 8, 1941, pp. 302-312.

7. Donnell, L. H., "A New Theory for the Buckling of Thin Cylinders under Axial Compression and Bending," Transactions of the American Society of Mechanical Engineers, vol. 56, no. 11,
1934, pp. 795-806.

8. Ebel, H., "Das Beulen eines Kreiszylinders unter axialen Druck
nach der nichtlinearen Stabilitats-theorie," Der Stahlbau,
vol. 27, no. 2, 1958, pp. 45-53.

9. Donnell, L. H., "Stability of Thin-Walled Tubes under Torsion,"
National Advisory Committee for Aeronautics, Technical
Report 479, 1933.

10. Suer, H. S., and Harris, L. A., "The Stability of Thin-Walled
Cylinders under Combined Torsion and External Lateral or
Hydrostatic Pressure," Journal of Applied Mechanics, vol. 81,
Series E, no. 1, 1959, pp. 138-139.


- 55 -








-- 56


11. Batdorf, S. B., "A Simplified Method of Elastic-Stability Analysis
for Thin Cylindrical Shells," National Advisory Committee for
Aeronautics, Report 874, 1947.

12. Imperial, F. F., "The Elastic Stability of Thin-Walled Tubes
under Combined Axial Load, Radial Pressure, Flexure and Torsion." Unpublished Ph.D. dissertation, University of
California, Berkeley, 1935.

13. Lipp, J. E., "Strength of Thin-Walled Cylinders Subjected to Combined Compression and Torsion." Unpublished Ph.D. dissertation, California Institute of Technology, 1935.

14. Chien, W. Z., "The Intrinsic Theory of Thin Shells and Plates,"
Part Ill--Application to Thin Shells, Quarterly of Applied
Mathematics, vol. 2, no. 2, 1944, pp. 120-135.

15. Loo, T.-T., "Effects of Large Deflections and Imperfections on
the Elastic Buckline of Cylinders under Torsion and Axial
Compression." Unpublished Ph.D. dissertation, Illinois
Institute of Technology, 1952.

16. Gol'denveiser, A. L., Teoria Uprugikh Tonkikh Obolochek (Theory
of Thin Elastic Shells). Moscow: Gosudarstvennoe Izdater'stvo
Texniko-Teoreticheskoi Literatury (State Publishing House for
Technical and Theoretical Literature), 1953.

17. Windenberg, D. F., and Trilling, C., "Collapse by Instability of
Thin Cylindrical Shells under External Pressure," Transactions
of the American Society of Mechanical Engineers, vol. 56,
no. 11, 1934, pp. 819-825.












BIOGRAPHICAL NOTE


The author was born on December 14, 1922, in Independence,

Iowa. His undergraduate work was done at the University of Minnesota and the University of Missouri (BS, 1948). He has master's degrees from the University of Missouri (Mathematics, 1949), Purdue University (Engineering Sciences, 1955) and the Massachusetts Institute of Technology (Armament Engineering, 1956). Since September, 1957, he has been enrolled in the University of Florida working toward the Doctor of Philosophy degree in Engineering Mechanics.
While a graduate student at the University of Missouri, the author was a teaching assistant in the Department of Mathematics. He was an Instructor in Mathematics at Westminster College, Fulton, Missouri, from September, 1949 until August, 1951. He was then employed as a Supervisory Mathematician at the U. S. Naval Avionics Facility, Indianapolis, Indiana until August, 1957. He has been employed by the Department of Engineering Mechanics at the University of Florida as a Research Associate from September, 1957, until the present time. He also served as an Instructor in Mathematics at the Indianapolis Extension Center of Purdue University from September, 1952, until June, 1955.

The author is a member of the Mathematical Association of America, the American Ordnance Association, Sigma Xi and honorary and professional fraternities in aeronautical engineering, geography, mathematics, music and education.


- 57 -












This dissertation was prepared under the direction of the chairman of the candidate's supervisory committee and has been approved by all members of that committee. It has been submitted to the Dean of the College of Engineering and to the Graduate Council, and was approved as partial fulfillment of the requirements for the degree of Doctor of Philosophy. June 6, 1960


eaClee fEgdering Dean, Graduate School SUPERVISORY COMMITTEE: Chairman












C~)x 2L










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describe
'34685' 'info:fdaE20090811_AAABGCfileF20090811_AABWNM' 'sip-files00002.jpg'
8f0824bf97fdec48b41d1b205ad52336
8345522390eeea33ec8ae0b8542f1b289fdec86d
'2012-03-13T07:25:52-04:00'
describe
'16511' 'info:fdaE20090811_AAABGCfileF20090811_AABWNN' 'sip-files00002.pro'
ec99a9beb3e1f92507039ecc8fee0b5d
99cea54a2186ae6cdd9465442035cdcdfc91c21e
'2012-03-13T07:26:55-04:00'
describe
'11800' 'info:fdaE20090811_AAABGCfileF20090811_AABWNO' 'sip-files00002.QC.jpg'
1661f3677e2f8de13ed9aa5b4aa5e5c4
891bcc805be9993b106209278b8c57c2725b0dc8
'2012-03-13T07:26:58-04:00'
describe
'7919952' 'info:fdaE20090811_AAABGCfileF20090811_AABWNP' 'sip-files00002.tif'
5c81cf648c3466f6b5692a823d285c14
93abdd6aa91f1de31b3b97004fea970da0abd489
'2012-03-13T07:26:21-04:00'
describe
'809' 'info:fdaE20090811_AAABGCfileF20090811_AABWNQ' 'sip-files00002.txt'
45731d8d091577c1e878968d8f55cb62
954ea342dd90183af148c7d2f18a667c148446c7
'2012-03-13T07:25:22-04:00'
describe
'3482' 'info:fdaE20090811_AAABGCfileF20090811_AABWNR' 'sip-files00002thm.jpg'
5f881fafa02b07a3c95e7c15fcd354af
703a333686e8cd83748cfdfc529ddf6ecf3cbf51
'2012-03-13T07:26:33-04:00'
describe
'59997' 'info:fdaE20090811_AAABGCfileF20090811_AABWNS' 'sip-files00003.jp2'
bafcd1c9548349baf3ed9518d398f614
5da44f944fc7fbf834a0f1a3395daa86f83c1946
'2012-03-13T07:27:43-04:00'
describe
'53773' 'info:fdaE20090811_AAABGCfileF20090811_AABWNT' 'sip-files00003.jpg'
a62db71ee06946643fd735f15b639c02
69c5388443da402e608eff963b258090c7ae63ad
'2012-03-13T07:27:02-04:00'
describe
'32245' 'info:fdaE20090811_AAABGCfileF20090811_AABWNU' 'sip-files00003.pro'
690d37bb030fb632367818606e462ddd
d1964eb45ac5e7a5013c2b32730bd739882b803f
'2012-03-13T07:27:40-04:00'
describe
'17627' 'info:fdaE20090811_AAABGCfileF20090811_AABWNV' 'sip-files00003.QC.jpg'
b3f2b8c1535c8850605c7da6dcf508f1
8ec75a88192d9f840afd5e2c80322b7a887b7539
describe
'962469' 'info:fdaE20090811_AAABGCfileF20090811_AABWNW' 'sip-files00003.tif'
9642cc6db8d7bb4901cb75857109a0b4
844753cf22d3ac665b19fd14fcb14bf64ad586b0
'2012-03-13T07:27:26-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1462' 'info:fdaE20090811_AAABGCfileF20090811_AABWNX' 'sip-files00003.txt'
1d5ec44fe125fc2809d6ed3360cbae35
481a5095ce1385c3ae679bf85c6086213e1b0fbe
'2012-03-13T07:27:17-04:00'
describe
'5374' 'info:fdaE20090811_AAABGCfileF20090811_AABWNY' 'sip-files00003thm.jpg'
5dfc8f8a4705207f7b7573b338bcec2a
becccb686b7c0bd5ae14d25cfdbba42306e53f3c
'2012-03-13T07:27:05-04:00'
describe
'21383' 'info:fdaE20090811_AAABGCfileF20090811_AABWNZ' 'sip-files00004.jp2'
1ce3f3412cc63d687d0aea350dcf00ec
de108c60416a35df0da63f752a86b3b5956f05f1
'2012-03-13T07:27:01-04:00'
describe
'19876' 'info:fdaE20090811_AAABGCfileF20090811_AABWOA' 'sip-files00004.jpg'
e08b9c5c1dc7c4dea7593b5dc14f08a6
fd195a9d9b3a3523cb0e02d628d55fa827e32647
'2012-03-13T07:26:36-04:00'
describe
'8412' 'info:fdaE20090811_AAABGCfileF20090811_AABWOB' 'sip-files00004.pro'
dcf8db30caa5846dd3a7985d5dbf8b7d
f95bfa718ae4e9118d12cbdd3a083aadca8f5612
'2012-03-13T07:26:45-04:00'
describe
'6443' 'info:fdaE20090811_AAABGCfileF20090811_AABWOC' 'sip-files00004.QC.jpg'
07e3f04d7fd99a73375633623ab72390
a4c77175a16e9cae47e9a86c9dcec1d943f9e320
'2012-03-13T07:25:55-04:00'
describe
'974112' 'info:fdaE20090811_AAABGCfileF20090811_AABWOD' 'sip-files00004.tif'
77a8ba610f574c41a5b6dde78aa28b21
3d0501f7558e7c0c0e7ac1fcc4f8b0ae6bc430e0
'2012-03-13T07:27:34-04:00'
describe
'410' 'info:fdaE20090811_AAABGCfileF20090811_AABWOE' 'sip-files00004.txt'
82943d0469c9b7a038ec5e0a67d22d25
76293290c29acc56b3be921aa2aeb8104c945e26
'2012-03-13T07:26:53-04:00'
describe
'2238' 'info:fdaE20090811_AAABGCfileF20090811_AABWOF' 'sip-files00004thm.jpg'
d8190131edabfa267c08ed973d86e7be
23f76c6f8b9324877d8e4e1f1e819e241fbf45dc
'2012-03-13T07:25:20-04:00'
describe
'69827' 'info:fdaE20090811_AAABGCfileF20090811_AABWOG' 'sip-files00005.jp2'
104d345b9a9c832eaecf63fd3b65f98a
79c0d9961351c58600713cb4484e0ba72fa24bb9
'2012-03-13T07:25:24-04:00'
describe
'60659' 'info:fdaE20090811_AAABGCfileF20090811_AABWOH' 'sip-files00005.jpg'
18a3ac53fc881c2a7f8c95671848be4d
8dae33f816123c9d923689e30085d72079112a8c
'2012-03-13T07:26:40-04:00'
describe
'32799' 'info:fdaE20090811_AAABGCfileF20090811_AABWOI' 'sip-files00005.pro'
b456f5e56c72bc880697ff01459fdc4a
32c493a7b62abde9ebef01361ecb2626389beab8
'2012-03-13T07:27:20-04:00'
describe
'18672' 'info:fdaE20090811_AAABGCfileF20090811_AABWOJ' 'sip-files00005.QC.jpg'
9aa55e5f78c1cab0258141d583d20925
8a54d6c4117ad214673708b1f5f28ca425f4b1f9
'2012-03-13T07:26:50-04:00'
describe
'964516' 'info:fdaE20090811_AAABGCfileF20090811_AABWOK' 'sip-files00005.tif'
65ca29785ebfcefc9a40c63bf3d2ebef
ab9d248bc5fd35c98164440d4d556f87c389c427
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1565' 'info:fdaE20090811_AAABGCfileF20090811_AABWOL' 'sip-files00005.txt'
0a4f68741f5dc025153d2a338e333e3c
349e5621b9c78dc25d0793405e3650c87eef6b0e
'2012-03-13T07:25:39-04:00'
describe
'5498' 'info:fdaE20090811_AAABGCfileF20090811_AABWOM' 'sip-files00005thm.jpg'
74fda9efc68541bfbf2e19e08de713ef
94c0231ee7bf2fbac6adca8d5df338f52e3ced9b
describe
'54020' 'info:fdaE20090811_AAABGCfileF20090811_AABWON' 'sip-files00006.jp2'
e3dd2688436539ead51020d7ba0ec91a
5f6ad44f1788e36862a00300659853251000046f
'2012-03-13T07:27:27-04:00'
describe
'44261' 'info:fdaE20090811_AAABGCfileF20090811_AABWOO' 'sip-files00006.jpg'
bb31ecfb0d76a60fa764e9be9f618c1f
c345cd561a18b89a34ca30c761d9d877a109a27b
'2012-03-13T07:26:14-04:00'
describe
'25563' 'info:fdaE20090811_AAABGCfileF20090811_AABWOP' 'sip-files00006.pro'
65f7f0fb9c1612ffde99d78f8e994fa8
bd4ac40e59f0ae1e8c9610dc9b82f206d1065109
'2012-03-13T07:25:49-04:00'
describe
'14801' 'info:fdaE20090811_AAABGCfileF20090811_AABWOQ' 'sip-files00006.QC.jpg'
0100bf3c9cc277d7dc6914b847222607
a7b384637bc7ac8181e0deb84b49072bc9dc0aaa
'2012-03-13T07:26:11-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWOR' 'sip-files00006.tif'
b9b15c8b97348cf6b5bd31c1e3d9b40a
d48652b6ecb5ca09239fd616f97b85281117d6c3
'2012-03-13T07:26:18-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1511' 'info:fdaE20090811_AAABGCfileF20090811_AABWOS' 'sip-files00006.txt'
fa7a8bd507e4dd2b4ee1f4ad788e5c99
860ddb8469b7a82d6fd4f248cd98b8fecd44e70b
'2012-03-13T07:26:08-04:00'
describe
'4910' 'info:fdaE20090811_AAABGCfileF20090811_AABWOT' 'sip-files00006thm.jpg'
5285f3778e2cf67c45053d04c8862d7c
baeb094f03bee811e15f35cf79185c160fe97b9a
'2012-03-13T07:26:37-04:00'
describe
'45525' 'info:fdaE20090811_AAABGCfileF20090811_AABWOU' 'sip-files00007.jp2'
254f152f740c4d05f698f85003161446
71481a749b7a9623ed65acf75742c0b25bbd8e35
'2012-03-13T07:26:27-04:00'
describe
'36280' 'info:fdaE20090811_AAABGCfileF20090811_AABWOV' 'sip-files00007.jpg'
eeb4f9594204e9652a1599718f7020f3
3a8fc4c6afc18613dbb3d400a3f229986a71350e
'2012-03-13T07:27:07-04:00'
describe
'17842' 'info:fdaE20090811_AAABGCfileF20090811_AABWOW' 'sip-files00007.pro'
96dd6ce07d89c42e5c669cf691a62f2b
4a431e495f4624861fe08fb139f9c50b8c826d54
describe
'12489' 'info:fdaE20090811_AAABGCfileF20090811_AABWOX' 'sip-files00007.QC.jpg'
fd6e2db1f2014dc0a7b47bdeaedebf1f
618380e859e3ecbdc27824d292a101d87d4bdb22
'2012-03-13T07:26:59-04:00'
describe
'975940' 'info:fdaE20090811_AAABGCfileF20090811_AABWOY' 'sip-files00007.tif'
698f84acbb457ea1b695871620913b3c
b074659466e8d5dda37612a8d844ed1e97380621
describe
'643' 'info:fdaE20090811_AAABGCfileF20090811_AABWOZ' 'sip-files00007.txt'
e3c72068f2269a736ef24a8de56f911d
69798c158b85728614992929632ef180fb88524f
'2012-03-13T07:27:41-04:00'
describe
'3930' 'info:fdaE20090811_AAABGCfileF20090811_AABWPA' 'sip-files00007thm.jpg'
3f399d41aac468c9aeb845fa79269b7c
817f8a48a7b03f788d78f85717ffc4f45480c7e7
'2012-03-13T07:25:59-04:00'
describe
'93280' 'info:fdaE20090811_AAABGCfileF20090811_AABWPB' 'sip-files00008.jp2'
90cee1a7efb4885a771c8124ce9977e4
1b7c0f3b72ee711a01aa670e417f669c675b6fcc
'2012-03-13T07:25:26-04:00'
describe
'76988' 'info:fdaE20090811_AAABGCfileF20090811_AABWPC' 'sip-files00008.jpg'
a45afa728a6810e5ba2345f7e77da9ef
e4735001238e362f430d0890f572c1e2d66d9472
'2012-03-13T07:26:00-04:00'
describe
'24110' 'info:fdaE20090811_AAABGCfileF20090811_AABWPD' 'sip-files00008.pro'
0de2657c3b7f1053b4d735fcee59c894
f30c7b150728030514638cf3e7ecc847a85b9b4f
'2012-03-13T07:25:54-04:00'
describe
'25937' 'info:fdaE20090811_AAABGCfileF20090811_AABWPE' 'sip-files00008.QC.jpg'
665fef645dadfd555d862b22af43bf41
1cf4a9d8637752a0839cb654b9bead6a0530bdaa
describe
'965112' 'info:fdaE20090811_AAABGCfileF20090811_AABWPF' 'sip-files00008.tif'
9d1769d8ef45ad8ed918424a5aa6316b
e5748e7de8c8d938ecb439d39867bd0c2078679d
'2012-03-13T07:25:58-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1644' 'info:fdaE20090811_AAABGCfileF20090811_AABWPG' 'sip-files00008.txt'
b15cb2a1103ab51ea17a8af3c7cfabeb
9b46b77c4cc777288e5589197d5131eb2886efaa
'2012-03-13T07:26:22-04:00'
describe
'7381' 'info:fdaE20090811_AAABGCfileF20090811_AABWPH' 'sip-files00008thm.jpg'
82977b3087058eeb414f97cc21415b23
7a48d2c1e1f39d3ec58fbd046886d2c90e66db01
describe
'101210' 'info:fdaE20090811_AAABGCfileF20090811_AABWPI' 'sip-files00009.jp2'
a8a1cc865ef46028aababf7efece3a87
ee5b4ae4e9349c4a6b47e9b01cb6e720b4f630a1
'2012-03-13T07:27:03-04:00'
describe
'81757' 'info:fdaE20090811_AAABGCfileF20090811_AABWPJ' 'sip-files00009.jpg'
ad4abf913cb3967790048c404e84c3e9
3b3083c6e2538ae6bc00d6a5b31ac9e2eb859955
describe
'39948' 'info:fdaE20090811_AAABGCfileF20090811_AABWPK' 'sip-files00009.pro'
c4502d68cc5a9a3744184c192e07b8eb
4d516cca6139418d86b5705a363e4d88cc44227f
describe
'29943' 'info:fdaE20090811_AAABGCfileF20090811_AABWPL' 'sip-files00009.QC.jpg'
29ba47b6fbf4ba695473552fe0f9d44b
5d6e4409578ba9e684de8ae458cdbe85f8f277d2
'2012-03-13T07:25:53-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWPM' 'sip-files00009.tif'
bf9f9812457a1cc16c37ad8d36a6229e
95cc714488d78cadc7ad6ef4ac076adcea0f930e
'2012-03-13T07:26:09-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1791' 'info:fdaE20090811_AAABGCfileF20090811_AABWPN' 'sip-files00009.txt'
d02b63b7218283bafed7d3fba01cb27a
654786757e6b176a61d57db8c4dce134684a03b1
'2012-03-13T07:27:00-04:00'
describe
'8042' 'info:fdaE20090811_AAABGCfileF20090811_AABWPO' 'sip-files00009thm.jpg'
c7bdccc8d6bfb5ac93ade87ee817e672
8c47f3c1c9b3afede50bf724169c67c0b8dc9a11
'2012-03-13T07:27:51-04:00'
describe
'111395' 'info:fdaE20090811_AAABGCfileF20090811_AABWPP' 'sip-files00010.jp2'
441da081d9559f9477c4b5446df637e1
4d0ba51ce99a25a2af805c5c0e2fe543f9acc252
'2012-03-13T07:27:04-04:00'
describe
'86689' 'info:fdaE20090811_AAABGCfileF20090811_AABWPQ' 'sip-files00010.jpg'
2629923642ec069851a8097e51772c7e
e5d41f7de90e6f8db0f3072e586bb7186eb5ffcb
'2012-03-13T07:27:09-04:00'
describe
'23126' 'info:fdaE20090811_AAABGCfileF20090811_AABWPR' 'sip-files00010.pro'
0750d040a3e8ee5630ec2ae0e0087291
dd6e354fc8e7d0ca1f115352817f3319e81f3944
'2012-03-13T07:27:38-04:00'
describe
'30728' 'info:fdaE20090811_AAABGCfileF20090811_AABWPS' 'sip-files00010.QC.jpg'
6573ac695277bcdf5b80b6fd01466a45
9f08a1c323ea528cdeac80a420cc15a9d0966f9a
'2012-03-13T07:25:41-04:00'
describe
'987712' 'info:fdaE20090811_AAABGCfileF20090811_AABWPT' 'sip-files00010.tif'
c8448203cfe090b963eb4b71e4f2f88e
775af5ba0d1d545ad161f9f666d27fbb1b8f6ecc
'2012-03-13T07:27:22-04:00'
describe
'733' 'info:fdaE20090811_AAABGCfileF20090811_AABWPU' 'sip-files00010.txt'
fc7d4a8788f2ce2211f9721a22ecf125
9c4c8127c355a3fbaf28aa83556ada25e3a6c914
'2012-03-13T07:26:46-04:00'
describe
'8074' 'info:fdaE20090811_AAABGCfileF20090811_AABWPV' 'sip-files00010thm.jpg'
1cfe6b83ebcc05dba6dec718a18fc5db
3c677dc22fcb7aeef7802d2d88baee8bdf45c08d
'2012-03-13T07:26:16-04:00'
describe
'111364' 'info:fdaE20090811_AAABGCfileF20090811_AABWPW' 'sip-files00011.jp2'
12677351790b647f3d4cd3509fd8ea97
80de82506195398f2b20d1be402569c43618c95c
'2012-03-13T07:25:57-04:00'
describe
'83181' 'info:fdaE20090811_AAABGCfileF20090811_AABWPX' 'sip-files00011.jpg'
50f3d460cd3676a454bf44cd5276455b
da440c059827e874d5d003f316f3e50dd5108bc5
'2012-03-13T07:25:21-04:00'
describe
'46032' 'info:fdaE20090811_AAABGCfileF20090811_AABWPY' 'sip-files00011.pro'
f642f028c2a6088949a42502bebefb6f
1b8123c1565eada56f0922301f704a013c3d7d1e
describe
'29565' 'info:fdaE20090811_AAABGCfileF20090811_AABWPZ' 'sip-files00011.QC.jpg'
50d7e5004d57d233e362cb68a575cedd
7507b87cbea9a2177d8eb3951cee05997c5cb3a5
'2012-03-13T07:25:51-04:00'
describe
'988708' 'info:fdaE20090811_AAABGCfileF20090811_AABWQA' 'sip-files00011.tif'
f096319cfc4c8571216995d08c1a2676
a23bedc94818458af6dd695eac1820f4743e13e8
'2012-03-13T07:27:31-04:00'
describe
'1153' 'info:fdaE20090811_AAABGCfileF20090811_AABWQB' 'sip-files00011.txt'
7425b0a88267b0cb80d0dbed350114ef
00f0da6d682c7b0f72244ec01f1692eca6b36b3f
describe
'931556' 'info:fdaE20090811_AAABGCfileF20090811_AABWQC' 'sip-files00011a.jp2'
2365e8c91a3c1cd79d74c500700b9929
6244b3f2ed12a26982b6a166cce50a13e0b56ac3
describe
'65710' 'info:fdaE20090811_AAABGCfileF20090811_AABWQD' 'sip-files00011a.jpg'
551a574913ec119495ed8daaeadc3d9e
4ae3480b03fb6b443c15ff61b91923d6ebef8b38
'2012-03-13T07:27:44-04:00'
describe
'37417' 'info:fdaE20090811_AAABGCfileF20090811_AABWQE' 'sip-files00011a.pro'
30c09c9a426c09883031ba0a37e5f3cb
66a94ca32cba69fc2ff415708f2506b80afc9750
'2012-03-13T07:25:37-04:00'
describe
'22796' 'info:fdaE20090811_AAABGCfileF20090811_AABWQF' 'sip-files00011a.QC.jpg'
ae5c3339f083385bbd7962d9235e891a
b628c83b718a21d118de47818613ff8969a6ef3a
describe
'7475800' 'info:fdaE20090811_AAABGCfileF20090811_AABWQG' 'sip-files00011a.tif'
148f03ec206de73f1000d0f34237c5d6
e0302dc28e49ceca7bceb8cc91856ae287149ff5
describe
'1561' 'info:fdaE20090811_AAABGCfileF20090811_AABWQH' 'sip-files00011a.txt'
2ef4705846f4631ffbbc5ad64f9afbfa
b4950b74f392ffb89f56cf168d132030c5c455a7
describe
'6897' 'info:fdaE20090811_AAABGCfileF20090811_AABWQI' 'sip-files00011athm.jpg'
dcbbc5f0273713f782d4d3a418a7913f
e0f7219ddebb9f69fae4f33d8f72581add74b476
describe
'8079' 'info:fdaE20090811_AAABGCfileF20090811_AABWQJ' 'sip-files00011thm.jpg'
5717ffc1d3da2795e9382cf716dd8d95
ef180287f71c6679347b1b563338d30d2db862a4
'2012-03-13T07:26:23-04:00'
describe
'44997' 'info:fdaE20090811_AAABGCfileF20090811_AABWQK' 'sip-files00012.jp2'
c5577a250449e516ecdbc0fd0b4d00f3
e5e520da55b02ab8bf72bcf9daed8a9888e9b7c2
describe
'37423' 'info:fdaE20090811_AAABGCfileF20090811_AABWQL' 'sip-files00012.jpg'
d868ccba7dbc228ac99fe0df0f1946f9
a74aa74564fb29d45cdaa6c3e1a54b47ec3014e8
describe
'17441' 'info:fdaE20090811_AAABGCfileF20090811_AABWQM' 'sip-files00012.pro'
c25404dd9fbc73ff30453d0a8ae5b5f6
13092811f5723b872477ca1cd73e27543f611e0d
'2012-03-13T07:26:32-04:00'
describe
'12952' 'info:fdaE20090811_AAABGCfileF20090811_AABWQN' 'sip-files00012.QC.jpg'
02ba763bf1a67724a6be64fe14280291
36139e54d4c4154466e8dda4e3dd4a2519ad3495
'2012-03-13T07:26:54-04:00'
describe
'978160' 'info:fdaE20090811_AAABGCfileF20090811_AABWQO' 'sip-files00012.tif'
e7aab7cf6400afafda5c4e9af6fc5714
03a575b831fbe9e19b6a12a51e8a8bec7543da37
'2012-03-13T07:25:25-04:00'
describe
'697' 'info:fdaE20090811_AAABGCfileF20090811_AABWQP' 'sip-files00012.txt'
6f11812b45b90ed7cecf2cfef727551f
5b0f75bf66c73e04edcae121e03b3750eda5116a
'2012-03-13T07:25:28-04:00'
describe
'3867' 'info:fdaE20090811_AAABGCfileF20090811_AABWQQ' 'sip-files00012thm.jpg'
b61ae34706a2eb07ab3637c9b13593fc
907c5efa7871cd8010091fad95f6c8df91d10348
describe
'62051' 'info:fdaE20090811_AAABGCfileF20090811_AABWQR' 'sip-files00013.jp2'
ead8c290b1c2936c8355ff90c823b727
a26cf9475fcb9aa972eaab623563b913d10122e0
'2012-03-13T07:25:44-04:00'
describe
'50442' 'info:fdaE20090811_AAABGCfileF20090811_AABWQS' 'sip-files00013.jpg'
cda4c8234f147130d406e4f72f876fce
060c550e775131f11eb1b6fd0ce988055f43d2f6
describe
'24727' 'info:fdaE20090811_AAABGCfileF20090811_AABWQT' 'sip-files00013.pro'
133d350eab936230423d1e5e2c5de5cd
f8de79b02e60907802e5a8084d6b49e1c90e40df
'2012-03-13T07:26:39-04:00'
describe
'16854' 'info:fdaE20090811_AAABGCfileF20090811_AABWQU' 'sip-files00013.QC.jpg'
142e3cddfd7b0bb97ff89e2f2db7b7dd
c073425ea378931f412fd45d234816313231e9da
describe
'979136' 'info:fdaE20090811_AAABGCfileF20090811_AABWQV' 'sip-files00013.tif'
8171893c9bb36267594a0e089144ed47
2c3cb04b467059a2d9def08690cf6e48fdae79be
'2012-03-13T07:26:29-04:00'
describe
'1054' 'info:fdaE20090811_AAABGCfileF20090811_AABWQW' 'sip-files00013.txt'
58b43c49a5e022d5014bae7e6925f158
18bee9289cd7b9ae1672c8c1d08abf512b3a7cec
describe
'4886' 'info:fdaE20090811_AAABGCfileF20090811_AABWQX' 'sip-files00013thm.jpg'
2943761b909ffe0a23a2e2bf1caabd7c
dc7dc4126b615a7d4d2e674c75ad739df0728a50
'2012-03-13T07:25:19-04:00'
describe
'76146' 'info:fdaE20090811_AAABGCfileF20090811_AABWQY' 'sip-files00014.jp2'
c7460c4a4d3a43a6c863d52506d95a18
75cbe502ae35d8479048c25d9c175aacd956d4a6
'2012-03-13T07:26:15-04:00'
describe
'64716' 'info:fdaE20090811_AAABGCfileF20090811_AABWQZ' 'sip-files00014.jpg'
8575283161beb2a6fbaedea80a90718f
7ba6ae98f5ebb8ead30ec2089013500702682a4e
'2012-03-13T07:27:24-04:00'
describe
'33286' 'info:fdaE20090811_AAABGCfileF20090811_AABWRA' 'sip-files00014.pro'
d2a51dd7612f2e8dde6399405ee6b525
b268f7e94514244334f747083cd7e49b22e332c7
'2012-03-13T07:25:23-04:00'
describe
'23012' 'info:fdaE20090811_AAABGCfileF20090811_AABWRB' 'sip-files00014.QC.jpg'
988ce2a2c4f86a37b76f3dd366f8e327
54ebd9ed7e0d2fefb83b5a3d379ad4ea6dc1cd17
'2012-03-13T07:25:56-04:00'
describe
'963920' 'info:fdaE20090811_AAABGCfileF20090811_AABWRC' 'sip-files00014.tif'
508df46667710d314faa66e2d6d56eb9
4599da3337ddbdc42485eefd7f005c36189f3b87
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'780' 'info:fdaE20090811_AAABGCfileF20090811_AABWRD' 'sip-files00014.txt'
b5a73e6dcd73d42c6dc5f3276658848f
5589fd0d9d69d0a469901a100cba7d763212bfff
'2012-03-13T07:26:24-04:00'
describe
Invalid character
'6341' 'info:fdaE20090811_AAABGCfileF20090811_AABWRE' 'sip-files00014thm.jpg'
aa1bf3cc29fc401332a4f52a548b5f56
72540b6c935f97184a8d8b211827189afdf81162
describe
'103372' 'info:fdaE20090811_AAABGCfileF20090811_AABWRF' 'sip-files00015.jp2'
7209ed505f3f97fd6b52a016643148cd
fb7b62bc5c1bebaa22b0d021993e43c5141919f8
'2012-03-13T07:26:26-04:00'
describe
'86441' 'info:fdaE20090811_AAABGCfileF20090811_AABWRG' 'sip-files00015.jpg'
1ab40186c8b92eda54e4c0a4ffb8aea6
c319ba5a26a288c7604999b47df8b157b8986e21
describe
'44511' 'info:fdaE20090811_AAABGCfileF20090811_AABWRH' 'sip-files00015.pro'
0167f3140a5fb96327c8398cd7d1fd93
e19081340e821960c151f373e6c4c3333a9669f1
describe
'31106' 'info:fdaE20090811_AAABGCfileF20090811_AABWRI' 'sip-files00015.QC.jpg'
714dd0dd629be301c64516bfda59f8a0
2c14adb851fbafa869015cdfc78af55e7a0286e4
'2012-03-13T07:26:49-04:00'
describe
'958638' 'info:fdaE20090811_AAABGCfileF20090811_AABWRJ' 'sip-files00015.tif'
0bba33a49cecb5f36bdb8bff5cd8089d
8d730263a10a7d7a85dbb5ff75714e65d337e3c2
'2012-03-13T07:26:47-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1669' 'info:fdaE20090811_AAABGCfileF20090811_AABWRK' 'sip-files00015.txt'
27a2ae96208b79e00d22b20edf67d50a
78d77b5228e1f138cc65af4b266d16f1b1da854c
describe
'8391' 'info:fdaE20090811_AAABGCfileF20090811_AABWRL' 'sip-files00015thm.jpg'
c5959c8a42f950d98f81916bf5bc159b
488e4b4469ba5dbb412acb8e832eb4fe636b98b9
describe
'94107' 'info:fdaE20090811_AAABGCfileF20090811_AABWRM' 'sip-files00016.jp2'
4b2fa0878536e4ddb1f1fec4f614fad7
880cb6a6a31874f3a46490e1036cf3bad16f8db8
describe
'78165' 'info:fdaE20090811_AAABGCfileF20090811_AABWRN' 'sip-files00016.jpg'
1a8da731c9a8a48f7796043622e72c16
840f26eac672fda0f9cbf157d9a707abb1e8e86b
describe
'36531' 'info:fdaE20090811_AAABGCfileF20090811_AABWRO' 'sip-files00016.pro'
db58b96e07ddddb8be82b61aadf16f60
f6e7aff5637700926bb91060182df8a53724531d
'2012-03-13T07:27:47-04:00'
describe
'27824' 'info:fdaE20090811_AAABGCfileF20090811_AABWRP' 'sip-files00016.QC.jpg'
9077db029835470fefc5b0e17928ded1
3befb64381aedb72b3b36a040a9ed528fddccb02
'2012-03-13T07:25:43-04:00'
describe
'963063' 'info:fdaE20090811_AAABGCfileF20090811_AABWRQ' 'sip-files00016.tif'
8367cc41d8540554da3261646c36df13
19808d94d0a3960e8634fafd4c0291aacced322c
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'778' 'info:fdaE20090811_AAABGCfileF20090811_AABWRR' 'sip-files00016.txt'
7ba1de18b340c0098d32d2c76b298fe4
077c2f92a3d6e4737bf3e53dab5214f922d58fb7
describe
'7589' 'info:fdaE20090811_AAABGCfileF20090811_AABWRS' 'sip-files00016thm.jpg'
323d961a6f30f88c15621d74aef2df74
be64fa367560e5b902a241d1a3c4f21993493bb9
'2012-03-13T07:26:48-04:00'
describe
'64097' 'info:fdaE20090811_AAABGCfileF20090811_AABWRT' 'sip-files00017.jp2'
be4e4d5a6db00a7e056d30e692de4c6e
0b54f20dad6285ca6afb66ac04b5a6c7d9a95c13
describe
'53476' 'info:fdaE20090811_AAABGCfileF20090811_AABWRU' 'sip-files00017.jpg'
d0a4acae5395f6508cd1583ce8b78fa3
981b03eec95bc878087180d5affa8abd66cbb174
'2012-03-13T07:27:50-04:00'
describe
'16235' 'info:fdaE20090811_AAABGCfileF20090811_AABWRV' 'sip-files00017.pro'
6a68931f7c178df63e20ddce8c731d2e
b1a0ee8da62e948b08bd02c161a662225758efd2
'2012-03-13T07:26:28-04:00'
describe
'19704' 'info:fdaE20090811_AAABGCfileF20090811_AABWRW' 'sip-files00017.QC.jpg'
d2fdd798759d870668fb3ed3b4aef283
32f8767ebd83e87f176566306ea05dd2e120e3fc
'2012-03-13T07:25:48-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWRX' 'sip-files00017.tif'
6e94a26258791383f1314499b877849a
a14e541f6f31decb1d168bda95edd8a649da12a0
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'945' 'info:fdaE20090811_AAABGCfileF20090811_AABWRY' 'sip-files00017.txt'
80960d1434eae8312d95cda85cc1f57d
e470b9f54002168c38ef484aec9834094aff8aa8
describe
'5389' 'info:fdaE20090811_AAABGCfileF20090811_AABWRZ' 'sip-files00017thm.jpg'
d3dd6c238ac8901c869031b47f834fcf
61afad021fa73623d3cadf1408f4559783d18f2d
describe
'88932' 'info:fdaE20090811_AAABGCfileF20090811_AABWSA' 'sip-files00018.jp2'
d7553e46fec136d53fc1861e318f0157
3f3ee7f450b3587a5e7f5f614e7ad130a87cf5b0
'2012-03-13T07:26:01-04:00'
describe
'74231' 'info:fdaE20090811_AAABGCfileF20090811_AABWSB' 'sip-files00018.jpg'
0f2adf3a73dbe10369b35e4979095c10
88782965a92675838bbebf43ae74e316be17f974
describe
'21089' 'info:fdaE20090811_AAABGCfileF20090811_AABWSC' 'sip-files00018.pro'
81d8882a6be580dc1c51f295ebe1c69c
da69717ce14ad0fc5f51e976782277d4b047ac8e
describe
'26491' 'info:fdaE20090811_AAABGCfileF20090811_AABWSD' 'sip-files00018.QC.jpg'
5a67c76c63a8819b294577f8938fddab
82c1f1f0526267a9e1f17b5351980e45698849fe
describe
'961875' 'info:fdaE20090811_AAABGCfileF20090811_AABWSE' 'sip-files00018.tif'
64ce0f6e4c318b2a7cd84fd0280a646c
da44c68be56a7620b44f24c26d300df39acea9e7
'2012-03-13T07:25:46-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'478' 'info:fdaE20090811_AAABGCfileF20090811_AABWSF' 'sip-files00018.txt'
2601b887db822c8f57b83c3901911643
ae0c5846e92f2e831cbc4653070e058c1bd3147b
'2012-03-13T07:27:54-04:00'
describe
'50102' 'info:fdaE20090811_AAABGCfileF20090811_AABWSG' 'sip-files00018a0001.jp2'
a824ece1389a9f924ecb66a7a916d7ed
954793b9a4c22eb13cfd518484e8e06cfb913e13
'2012-03-13T07:26:41-04:00'
describe
'43086' 'info:fdaE20090811_AAABGCfileF20090811_AABWSH' 'sip-files00018a0001.jpg'
00a8315198fcc50fc02e6ed1bda681ac
46d38cd10b2320c7a0ed16cf61f0e3d7bf782652
describe
'15684' 'info:fdaE20090811_AAABGCfileF20090811_AABWSI' 'sip-files00018a0001.pro'
ee14214337739eb484632a90af2ef230
2af21545db7ca9cdc602a41883b58670c218c463
describe
'14398' 'info:fdaE20090811_AAABGCfileF20090811_AABWSJ' 'sip-files00018a0001.QC.jpg'
8039cd0adfb0739c7db7b2a28a73b787
34824e9f76d8a24ea72f18a511ed68946e95223c
'2012-03-13T07:25:31-04:00'
describe
'960687' 'info:fdaE20090811_AAABGCfileF20090811_AABWSK' 'sip-files00018a0001.tif'
c5c0a8073af69eab98aa1cb7bce84274
0297b1a28f8795320a4c305b0fa0c4e2c7e39b85
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'628' 'info:fdaE20090811_AAABGCfileF20090811_AABWSL' 'sip-files00018a0001.txt'
a3d819fa1f0134529b9e21e542f609fe
7eeb486362433984c89bde3af03ef9e29360051f
describe
'4518' 'info:fdaE20090811_AAABGCfileF20090811_AABWSM' 'sip-files00018a0001thm.jpg'
6d45efa123e770bc6071ae043b596a38
6b205c512f3544509bc3fd50d75fd5ca2e3e4829
describe
'7252' 'info:fdaE20090811_AAABGCfileF20090811_AABWSN' 'sip-files00018thm.jpg'
9ea8a103c84743d145922fda9b269112
4b74dcb26843ead3171649f3ac6518d584e1899d
describe
'90867' 'info:fdaE20090811_AAABGCfileF20090811_AABWSO' 'sip-files00019.jp2'
4cb6e7008f4146d61ac4b34bf7ae8c5d
59c9c87019f7e60c782c22f78144cb2fdd551c20
'2012-03-13T07:28:01-04:00'
describe
'73756' 'info:fdaE20090811_AAABGCfileF20090811_AABWSP' 'sip-files00019.jpg'
d5d26888695bbf60e90384dcfee1d1ba
3746d149cabdb5f7de4c3a498a5d2f73c31ccabf
describe
'12215' 'info:fdaE20090811_AAABGCfileF20090811_AABWSQ' 'sip-files00019.pro'
422fc5e5e4800fc9e14c30675fca852b
0c2aaa4bc60ae43ed785feccb8cdc4d2dc7d6891
describe
'25223' 'info:fdaE20090811_AAABGCfileF20090811_AABWSR' 'sip-files00019.QC.jpg'
ddb594fc704767186fda1de18e0728d1
75f2c7ed9ceae5599e72585c9f121df353500c0b
'2012-03-13T07:27:06-04:00'
describe
'969003' 'info:fdaE20090811_AAABGCfileF20090811_AABWSS' 'sip-files00019.tif'
9a8c3aaad31bd56406a6d4516d5f0e84
ba3184a6e159d693acb2a9f13acd10b294b78041
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1274' 'info:fdaE20090811_AAABGCfileF20090811_AABWST' 'sip-files00019.txt'
d1f9eb18da1921122ea156454cac02ef
877097055ceff357ebb50992a98eba71300b531f
'2012-03-13T07:25:34-04:00'
describe
'7032' 'info:fdaE20090811_AAABGCfileF20090811_AABWSU' 'sip-files00019thm.jpg'
a0e926be76bd48d36ba879aa0d63ad6f
068e59a3c58db330c381fc79fd8408474795b57f
describe
'40490' 'info:fdaE20090811_AAABGCfileF20090811_AABWSV' 'sip-files00020.jp2'
77da3aa70b66dafc5de206665beaeee9
6774ecf98a6ba9241bce5660cd555a241c504552
describe
'36987' 'info:fdaE20090811_AAABGCfileF20090811_AABWSW' 'sip-files00020.jpg'
27bdfeba2f0537e3c161694356255d0e
b07ad55f8c7d1d193661f6874f19e1bf8740c488
describe
'13701' 'info:fdaE20090811_AAABGCfileF20090811_AABWSX' 'sip-files00020.pro'
2d9df9f289ad095985b4f8065ff6c10c
bdc5baba2af2e513d4437e4bb3ac2a5a46704464
describe
'12649' 'info:fdaE20090811_AAABGCfileF20090811_AABWSY' 'sip-files00020.QC.jpg'
f39b7316ae3d7d42868dc31c349cc785
0cea3c2d3dfe6244f76f4bfdcb0c071d1cc85cf3
'2012-03-13T07:27:59-04:00'
describe
'959822' 'info:fdaE20090811_AAABGCfileF20090811_AABWSZ' 'sip-files00020.tif'
2de7e45205ff87d45ca5e97d04fad12a
6f6e70ace4b572bcba8aaa3bbace289ad7c346be
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'590' 'info:fdaE20090811_AAABGCfileF20090811_AABWTA' 'sip-files00020.txt'
1a9c276530457c6bb6afadc12f00f672
f8f8a9ef6f9d554fab1cbec2004e097c2a9ded9d
describe
'3790' 'info:fdaE20090811_AAABGCfileF20090811_AABWTB' 'sip-files00020thm.jpg'
2445c9d39f21dc5b9849375def9575bc
e9e1f184fc86dd79fd281c371fa1ca075692030a
describe
'64954' 'info:fdaE20090811_AAABGCfileF20090811_AABWTC' 'sip-files00021.jp2'
8d936e85ca49627536d02fdb763961ee
36b997f615d6fe60c02faefb4ab449bb8da6eb74
describe
'53147' 'info:fdaE20090811_AAABGCfileF20090811_AABWTD' 'sip-files00021.jpg'
fded6aee552e3660c7eef2b3b458e0ba
75504b168a53b8b987533a9b646763af8cfc90d9
'2012-03-13T07:27:33-04:00'
describe
'26976' 'info:fdaE20090811_AAABGCfileF20090811_AABWTE' 'sip-files00021.pro'
64e62048931572cf6cbda27d805135cf
113a3cf967abc2858ef21df6e5fb3213c4c19e87
describe
'18238' 'info:fdaE20090811_AAABGCfileF20090811_AABWTF' 'sip-files00021.QC.jpg'
d5a1c61d34eddb39c42c7ac6b0487db7
991d1a7c6e57639d4c1a862ee9fa6d6d3b1760dd
describe
'959230' 'info:fdaE20090811_AAABGCfileF20090811_AABWTG' 'sip-files00021.tif'
901a1d55706395d2376cbafb05dcfceb
42ebe0bff475766e03f86ddab22c56aab5f45685
'2012-03-13T07:27:49-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1273' 'info:fdaE20090811_AAABGCfileF20090811_AABWTH' 'sip-files00021.txt'
2e4829b9cf19ca0ac6530cdce423b53b
fd435bb65dd041468fb0408c9c9a78cdf16ccfe9
describe
Invalid character
'5818' 'info:fdaE20090811_AAABGCfileF20090811_AABWTI' 'sip-files00021thm.jpg'
a58759f41c604e1b723e975b187d8cad
58a3d905d486e103d1b199f0b638b7d4e79a8e2e
'2012-03-13T07:26:30-04:00'
describe
'70337' 'info:fdaE20090811_AAABGCfileF20090811_AABWTJ' 'sip-files00022.jp2'
7522023ae5f1572e969ce50b4c3c1297
f44ce02cd54e88cd3d58750fcdb9cdff22efa5a4
describe
'57832' 'info:fdaE20090811_AAABGCfileF20090811_AABWTK' 'sip-files00022.jpg'
a3e2b78fe4c2eec2934857011edf3fe3
670a9ea5c24573a212770592d4a3f21763c422b3
describe
'23007' 'info:fdaE20090811_AAABGCfileF20090811_AABWTL' 'sip-files00022.pro'
f286c511edc0d3e8a65787f6bdfb4868
0728f11615d614c7c6d566f8c99a889d9a371278
'2012-03-13T07:25:33-04:00'
describe
'20793' 'info:fdaE20090811_AAABGCfileF20090811_AABWTM' 'sip-files00022.QC.jpg'
1fbe9c3895592e1c28726a29e5165782
5ec7b36d86e46930519bcf46f587f21e6577ef69
'2012-03-13T07:27:52-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWTN' 'sip-files00022.tif'
d8188b6711d35064ffdcee115cd7e769
b4fcc33f9f5f500d06d0381f14ae4c4591f5df48
'2012-03-13T07:27:25-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1159' 'info:fdaE20090811_AAABGCfileF20090811_AABWTO' 'sip-files00022.txt'
3380abdd94569433935ea20b6b49ff06
2f2b0b905a44de0569efb68fbef21af511f96ade
describe
Invalid character
'6369' 'info:fdaE20090811_AAABGCfileF20090811_AABWTP' 'sip-files00022thm.jpg'
154fb66c072c512aba951d54c843ab0b
f3ae837dd63eb8dcdb77679c493c12eea18af522
'2012-03-13T07:25:47-04:00'
describe
'70291' 'info:fdaE20090811_AAABGCfileF20090811_AABWTQ' 'sip-files00023.jp2'
329e8e4f0ca4e5ce9d8a0a87b99c3f7d
80f6b0267aef5d396b87d2c4143061d3b8343e2b
describe
'59634' 'info:fdaE20090811_AAABGCfileF20090811_AABWTR' 'sip-files00023.jpg'
894cda4ead797b8b331db94299a37b14
984df101732733aeb5915613f443294ba052d959
describe
'26278' 'info:fdaE20090811_AAABGCfileF20090811_AABWTS' 'sip-files00023.pro'
e4db30a741378902adeb8968d93ad33f
e6033a693e8c75c8d86a2a0793766f26a70910e9
describe
'21192' 'info:fdaE20090811_AAABGCfileF20090811_AABWTT' 'sip-files00023.QC.jpg'
7684c1a6e69df9f5b9bf9bc441ac28d1
58ca26b4ea415a7d52c0b3a5ecd6e7a84140d697
describe
'958046' 'info:fdaE20090811_AAABGCfileF20090811_AABWTU' 'sip-files00023.tif'
59633e98478f2d62c68cb88ba6253270
2cdb6b31064db1ad6db3600cdc0733560c76f229
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1409' 'info:fdaE20090811_AAABGCfileF20090811_AABWTV' 'sip-files00023.txt'
db23222468205a244834edef2eeb0a8d
7bf3b30fe5089a4bd36df59364027c3c5e316ec5
'2012-03-13T07:26:10-04:00'
describe
Invalid character
'6720' 'info:fdaE20090811_AAABGCfileF20090811_AABWTW' 'sip-files00023thm.jpg'
5657c1128a2d4e9ecd122e6daf48215d
9e949a88844ca25df26b8c37520b98721759862f
'2012-03-13T07:25:27-04:00'
describe
'65522' 'info:fdaE20090811_AAABGCfileF20090811_AABWTX' 'sip-files00024.jp2'
63642062c8d63750a51c6c2ba064825c
66c700c6abffd5e8443cebbf80fec4ec59b54554
'2012-03-13T07:25:36-04:00'
describe
'55788' 'info:fdaE20090811_AAABGCfileF20090811_AABWTY' 'sip-files00024.jpg'
d07de92c46f63d03c03ae02893d28455
77c7192d85b08d5ba32538c88efaec9bdd087a1f
describe
'26972' 'info:fdaE20090811_AAABGCfileF20090811_AABWTZ' 'sip-files00024.pro'
7f229da94fbfb3a7b10cf9a46df1dd7b
c24945891de07ab523dc84caab649296ea67c2b6
'2012-03-13T07:26:34-04:00'
describe
'19719' 'info:fdaE20090811_AAABGCfileF20090811_AABWUA' 'sip-files00024.QC.jpg'
2fb6e315f79e965fea5d84c7239e7e43
d8f5bf1affc62aff1a3f9a267c8cca71626ca5eb
describe
'960093' 'info:fdaE20090811_AAABGCfileF20090811_AABWUB' 'sip-files00024.tif'
439c07aa48e8b4c8190d016c40cdba52
3515e08c81abbecc94835c1f44ff1920cef1d676
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1397' 'info:fdaE20090811_AAABGCfileF20090811_AABWUC' 'sip-files00024.txt'
2f3afd713d7592dd557c708d9d38a2b1
d70a902c1a4e8f963e87c57b4b3ac6f5c50e9fe2
describe
Invalid character
'6007' 'info:fdaE20090811_AAABGCfileF20090811_AABWUD' 'sip-files00024thm.jpg'
5feb4adab4181f412b20fb5a052aaebe
89e4da459b4b59826d6513e9091fce443230d112
'2012-03-13T07:25:40-04:00'
describe
'76881' 'info:fdaE20090811_AAABGCfileF20090811_AABWUE' 'sip-files00025.jp2'
0bbab70abc5338288976e2f8fc9b3f48
9c010c9079d898f367b2abd6e32ca3797b6914e8
'2012-03-13T07:26:17-04:00'
describe
'65455' 'info:fdaE20090811_AAABGCfileF20090811_AABWUF' 'sip-files00025.jpg'
e3090cd45c2e11aedf5456d28ca4dd2f
2d068769e17145fef414940819e0256e29a5edb8
describe
'27432' 'info:fdaE20090811_AAABGCfileF20090811_AABWUG' 'sip-files00025.pro'
28a6337a539455ff566804f766e4174e
7d6f7b7d3264f2b641e852d3e506dac3561e59d3
describe
'22774' 'info:fdaE20090811_AAABGCfileF20090811_AABWUH' 'sip-files00025.QC.jpg'
45572177c1dbee0e908bb1e025db1868
663872f4f78546be3551771813ab32cef482e742
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWUI' 'sip-files00025.tif'
3c9980b688a764aaf9e627936cd54cfc
78f1d688ebe17d729844441adaa541b000f95f1f
'2012-03-13T07:28:00-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1019' 'info:fdaE20090811_AAABGCfileF20090811_AABWUJ' 'sip-files00025.txt'
e5b853126a8df0f4b2a0bbe84218bf80
e46655cf32d8f98dfcb604f3415d274ed836dfda
describe
Invalid character
'6817' 'info:fdaE20090811_AAABGCfileF20090811_AABWUK' 'sip-files00025thm.jpg'
b93d2609d3c3dcaedf880a36453e0076
082cf286094eaba3a708cf98caae83019e176f95
describe
'69219' 'info:fdaE20090811_AAABGCfileF20090811_AABWUL' 'sip-files00026.jp2'
24a7eadc04efe36b2f71b7b010d80281
6e81c1a75b75d26e59c10fa291b9e19c4d1741c8
'2012-03-13T07:27:21-04:00'
describe
'57871' 'info:fdaE20090811_AAABGCfileF20090811_AABWUM' 'sip-files00026.jpg'
c7724d8dff890db8b8cc3d8b3a4529a8
d38d3dbc6fbe856753d27e3c7342122cca9e2903
'2012-03-13T07:27:39-04:00'
describe
'22498' 'info:fdaE20090811_AAABGCfileF20090811_AABWUN' 'sip-files00026.pro'
9f2112e36522fbb80fe8fba49054f02e
a62a94c42c15da6e7a9a4546e57a20fd8c70a97c
describe
'19539' 'info:fdaE20090811_AAABGCfileF20090811_AABWUO' 'sip-files00026.QC.jpg'
51de7fa53b65de5ee06df43667a0ea5f
7fc19216cf94a1783e6fecf6ce1db5844cad5a56
'2012-03-13T07:27:48-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWUP' 'sip-files00026.tif'
8f56aee512ec10f6b957ad9ab532c71d
551e80c449f3db8c60e2d89f93584545db1b04bb
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'661' 'info:fdaE20090811_AAABGCfileF20090811_AABWUQ' 'sip-files00026.txt'
91e5b5821b3129ad94ad2aceb1dab2bc
b039ba4006f30b1306811148e9cbec05a3448de2
describe
Invalid character
'6361' 'info:fdaE20090811_AAABGCfileF20090811_AABWUR' 'sip-files00026thm.jpg'
ce68e83df8d24fac01f8792bab641a1a
20ece03d8e2376429d22cfcbdd2176c85d0d48ce
describe
'41429' 'info:fdaE20090811_AAABGCfileF20090811_AABWUS' 'sip-files00027.jp2'
5b7f70b9b08d25277c7d5e5be86d2ea7
000561a08f2cb3eeb7cd7f990a1e28919ade1c04
describe
'37688' 'info:fdaE20090811_AAABGCfileF20090811_AABWUT' 'sip-files00027.jpg'
4e0e2d707ce79878e4bf3c0ba6e1a6b2
d793a16ec0fd7b83068cd138139e9ee547c1bea1
'2012-03-13T07:26:44-04:00'
describe
'5703' 'info:fdaE20090811_AAABGCfileF20090811_AABWUU' 'sip-files00027.pro'
e776225d89a080dd1cf4aa3378324982
837f22149cda931e52a9bc5106959be5ad3fdd0c
'2012-03-13T07:26:38-04:00'
describe
'12975' 'info:fdaE20090811_AAABGCfileF20090811_AABWUV' 'sip-files00027.QC.jpg'
13f5b59f13ebb77b881ac11c37731f19
8844434592270a1319279d0c17fba55afd6f503d
describe
'959499' 'info:fdaE20090811_AAABGCfileF20090811_AABWUW' 'sip-files00027.tif'
70cdb96cbc181bbfff22c5d700a4e80a
ee98c9c6e70cf921e5b612d83416ab37768c6a31
'2012-03-13T07:26:52-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'652' 'info:fdaE20090811_AAABGCfileF20090811_AABWUX' 'sip-files00027.txt'
4c64212c3e3a039614e518f147472091
4c7af56638e0703ce2db759773584256849f7cea
describe
Invalid character
'4628' 'info:fdaE20090811_AAABGCfileF20090811_AABWUY' 'sip-files00027thm.jpg'
6ef017d4dea1c97d27700f1beccc6369
c9017fabb6af5242daa5b83c79881dcd66fa3245
'2012-03-13T07:27:37-04:00'
describe
'61961' 'info:fdaE20090811_AAABGCfileF20090811_AABWUZ' 'sip-files00028.jp2'
ab6f062e5cb69cf8989da8ac2c7c8906
e1c6e5de3156eddd42afb7881743f4bb046a78a9
'2012-03-13T07:25:45-04:00'
describe
'54070' 'info:fdaE20090811_AAABGCfileF20090811_AABWVA' 'sip-files00028.jpg'
bc27931c26a8b61c2917248757f67159
20ddaf3710e929377e00bee3bac7eb948f04e792
describe
'10130' 'info:fdaE20090811_AAABGCfileF20090811_AABWVB' 'sip-files00028.pro'
042a192ce8e11beac3b55da00b4493a1
86042f258a2f3f6d4ae6e2be81c3d4b7d43e947a
describe
'18453' 'info:fdaE20090811_AAABGCfileF20090811_AABWVC' 'sip-files00028.QC.jpg'
84ac7ed73954cfca4ed623e976cdbcd2
60fd50320570869097f9cea90ee5cb58bbf7021c
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWVD' 'sip-files00028.tif'
ee883694aede0af9a33eaaf5da946ccb
bd097a3b534bb7c951070941eb14c31aaf6376a5
'2012-03-13T07:25:29-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'796' 'info:fdaE20090811_AAABGCfileF20090811_AABWVE' 'sip-files00028.txt'
02c911e1f44c886954bbe8dd0a634fc4
cda7254bda683288fc76d2dd1eeda74d9ad0f900
describe
Invalid character
'5708' 'info:fdaE20090811_AAABGCfileF20090811_AABWVF' 'sip-files00028thm.jpg'
54ccaa79e9e077bac39476801ec45f17
022ed2aa9210fa3335b2de27dd61b497b1844717
'2012-03-13T07:25:42-04:00'
describe
'60175' 'info:fdaE20090811_AAABGCfileF20090811_AABWVG' 'sip-files00029.jp2'
38d7882b7afea05d8b845d4adafa48ac
70d572f7b8d8b6c5d028aba0731349d58148b532
describe
'53571' 'info:fdaE20090811_AAABGCfileF20090811_AABWVH' 'sip-files00029.jpg'
d59bea35e8529cafb5dc545cd64c3dbb
9b7d06ee227f410ef85523f2686cd814ed2a712a
describe
'5125' 'info:fdaE20090811_AAABGCfileF20090811_AABWVI' 'sip-files00029.pro'
ca9387fb41cf3e17c1b95f055adb415e
0266bf76c9ac3baba4e966c185f6848c218cd7e7
'2012-03-13T07:27:19-04:00'
describe
'17745' 'info:fdaE20090811_AAABGCfileF20090811_AABWVJ' 'sip-files00029.QC.jpg'
30e848fdb99366ddff1f69f8ffc59b68
b3caf8a1ee9aadb42c4eb0b6ffadc3a9bf1348cf
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWVK' 'sip-files00029.tif'
dea167031911d40f33b7f508849d7199
34b551d4be178a5af55f75ee219164e793ed470b
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'314' 'info:fdaE20090811_AAABGCfileF20090811_AABWVL' 'sip-files00029.txt'
7aaf0b12176e36b18a2c604124268796
d6a4a4372c15320277de016a90914e062ced3d23
'2012-03-13T07:27:36-04:00'
describe
Invalid character
'5899' 'info:fdaE20090811_AAABGCfileF20090811_AABWVM' 'sip-files00029thm.jpg'
10f209dec7094fd7f17bf35d6a65346f
627b984ef9de9977ecb91a516eaa500427af498e
describe
'44001' 'info:fdaE20090811_AAABGCfileF20090811_AABWVN' 'sip-files00030.jp2'
a987a02c749811f6f7e39d32d7dcac74
5a89dc4adc9049e7c2bcd0fda16e328c13630564
describe
'41730' 'info:fdaE20090811_AAABGCfileF20090811_AABWVO' 'sip-files00030.jpg'
fed0932ddba8f9163c6b46f5225a603c
1bc8586c48edcf038bfeab4a0edfd4f1a97cc709
describe
'1317' 'info:fdaE20090811_AAABGCfileF20090811_AABWVP' 'sip-files00030.pro'
dd4b5afe93bf6e982abbcb6628fa97f0
b54269900e2e53d6418b5085630bcd94e5ba7053
describe
'14132' 'info:fdaE20090811_AAABGCfileF20090811_AABWVQ' 'sip-files00030.QC.jpg'
30c10a0d5c331807876f615b14777da8
26cc6c2279a2141c1713df5465229e2c6c69132a
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWVR' 'sip-files00030.tif'
07674008e78f41d8842e144823cc6f61
55d5eac5dca37db2738e6df4d134eb4f273f56c9
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'454' 'info:fdaE20090811_AAABGCfileF20090811_AABWVS' 'sip-files00030.txt'
f327c20530730e5fce0983abdcba5f37
50142abe9a5265b8cd011070a617796e302b3e9c
describe
Invalid character
'4558' 'info:fdaE20090811_AAABGCfileF20090811_AABWVT' 'sip-files00030thm.jpg'
29824e2d9dd5150124b47cb4177394f2
cf57cbb4f46fc01c661d6fe2b9cefa06bfd25220
describe
'45431' 'info:fdaE20090811_AAABGCfileF20090811_AABWVU' 'sip-files00031.jp2'
0111a194dfe4a5cfc02711eae15a059d
3f040e63415007e30484fcbfe5914aeaacfbcf24
describe
'42586' 'info:fdaE20090811_AAABGCfileF20090811_AABWVV' 'sip-files00031.jpg'
776dc92392daa135b80b76911c08d5e3
b6b000a9f3365f129c89c4a6bdb488a1b455a2dd
describe
'3644' 'info:fdaE20090811_AAABGCfileF20090811_AABWVW' 'sip-files00031.pro'
5e1ed2e1d7b01f5070bb43f68531df75
3c7b374675647b3e635602e5f36f35e73f676178
describe
'13965' 'info:fdaE20090811_AAABGCfileF20090811_AABWVX' 'sip-files00031.QC.jpg'
e662d2eb9d23ba3a78c0bd5ec52a5e43
31bfe82e5db7552b0b0b7e5ff271251125a24c92
'2012-03-13T07:26:13-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWVY' 'sip-files00031.tif'
53964d106e534f555f8a105d55a56417
b684f2092b550d91dfa06ba9383d98b8e544955a
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'300' 'info:fdaE20090811_AAABGCfileF20090811_AABWVZ' 'sip-files00031.txt'
88f193d80747196eed7f4bbb4195e120
aae50a8d1d77174b5de0a812221171eab7e2ebed
describe
'4570' 'info:fdaE20090811_AAABGCfileF20090811_AABWWA' 'sip-files00031thm.jpg'
4181f2a5b8b8c402527355614b59c77f
ef717c7b0b3fdb375f2f2cdc529962cfd82ead96
'2012-03-13T07:27:46-04:00'
describe
'34816' 'info:fdaE20090811_AAABGCfileF20090811_AABWWB' 'sip-files00032.jp2'
463c3ba4b686a1a52a01720e3bf2ff66
3f79bfd9ba158d05ab96274885abd92cfd595652
describe
'34566' 'info:fdaE20090811_AAABGCfileF20090811_AABWWC' 'sip-files00032.jpg'
66ee76fa413abeb400e283ed22188b22
ae238388344f303e82ad6b529cb173bf4ae99dd3
describe
'287' 'info:fdaE20090811_AAABGCfileF20090811_AABWWD' 'sip-files00032.pro'
dd9772587904f7b4766a0e5e911a7bfe
dba806cbf20a35b71127d027421ce8bb3334cc96
describe
'11119' 'info:fdaE20090811_AAABGCfileF20090811_AABWWE' 'sip-files00032.QC.jpg'
92b2cd66c8890b4c05578f8506dbd421
e13926632d42dffe3350afbaa58d4023190081fa
'2012-03-13T07:26:20-04:00'
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWWF' 'sip-files00032.tif'
606bd5e225921d1685c9440e370b2175
8b1dbffef673c556cda4471c06b52198692b8527
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'188' 'info:fdaE20090811_AAABGCfileF20090811_AABWWG' 'sip-files00032.txt'
a89fd547760f6ae04a1d5edc59cd5c7e
0b852d953ef9dd48a0580eb0bfb78b9310730f56
describe
'3888' 'info:fdaE20090811_AAABGCfileF20090811_AABWWH' 'sip-files00032thm.jpg'
db405ac1a52c2266d83916171f10880c
f15e1753ad9451be85fc7c8210806e3bf8be10b3
describe
'69938' 'info:fdaE20090811_AAABGCfileF20090811_AABWWI' 'sip-files00033.jp2'
c9a82ced7bc12faabf360d97efa52375
5865c419c2d13b0de38bde11b53212e5c80246dd
describe
'59164' 'info:fdaE20090811_AAABGCfileF20090811_AABWWJ' 'sip-files00033.jpg'
cf89a2d05d61a306e1db9ec8e314d478
33b101ab07dfaec383508e23d82ac1c5a5892f7e
describe
'3936' 'info:fdaE20090811_AAABGCfileF20090811_AABWWK' 'sip-files00033.pro'
29c4d360a7eaa1d9fb1850eb9341735e
24fe88c1adc29c1a557abf9cdc47940405680b0f
describe
'21368' 'info:fdaE20090811_AAABGCfileF20090811_AABWWL' 'sip-files00033.QC.jpg'
722379c078adc16c03f775f99f183f67
d43ade72b80dcceb38bab8cf9b7f643c8aff60e8
describe
'957454' 'info:fdaE20090811_AAABGCfileF20090811_AABWWM' 'sip-files00033.tif'
4abc6121f7e83a7390440014dcd60fc5
4c88e815f335e7e67e49f25e2a0226c2ea71900b
'2012-03-13T07:27:32-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'984' 'info:fdaE20090811_AAABGCfileF20090811_AABWWN' 'sip-files00033.txt'
a57ed63c26e11e8abb017235bd9a9979
72750913f5bc1b3e5a3e096e6e119707b0ae3ecf
describe
'6378' 'info:fdaE20090811_AAABGCfileF20090811_AABWWO' 'sip-files00033thm.jpg'
cd63e9acb660ce52aff52e4795cb752f
51cbe51e6c294ecea8d4f63376d97e28d555cec4
describe
'57317' 'info:fdaE20090811_AAABGCfileF20090811_AABWWP' 'sip-files00034.jp2'
7b23142ac3e300b704ffa702e730f66f
ba752069f517821554c0c00f3ae518d07890a345
describe
'53035' 'info:fdaE20090811_AAABGCfileF20090811_AABWWQ' 'sip-files00034.jpg'
a0b95f479695aaef93194db3e813b286
66ddd147916451c830b1237cae12532e6ca9098e
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWWR' 'sip-files00034.pro'
51655b3518e7848d09daf50fff8909f6
172d23afc204f960f2bd86adec5bb12b4ee8666c
'2012-03-13T07:28:03-04:00'
describe
'18108' 'info:fdaE20090811_AAABGCfileF20090811_AABWWS' 'sip-files00034.QC.jpg'
4a3ef36051c09663addf00361ae565de
0a8d0aecfc16ca44180883d13d13fbe05a02938e
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWWT' 'sip-files00034.tif'
1ac6f90d2dd1f9099edb5297fcc7e614
57b01180ef987dbe93eb7b78298f9ec2a7293224
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'714' 'info:fdaE20090811_AAABGCfileF20090811_AABWWU' 'sip-files00034.txt'
d79aacb72abf107f79413c23a2708a88
1325ad678a9d3f2a996862914e5074a6cb1da304
describe
Invalid character
'5366' 'info:fdaE20090811_AAABGCfileF20090811_AABWWV' 'sip-files00034thm.jpg'
0ea871a169aaa9734937b26fa2ec5596
6e9b79505a65b03e70b332ae5c1cb15c47c32cec
describe
'67474' 'info:fdaE20090811_AAABGCfileF20090811_AABWWW' 'sip-files00035.jp2'
6c57ad662b4e3e0700e0dbea4fb26d3a
e70ee8f8d885fcfec62c0db04c19d718c414f923
describe
'61325' 'info:fdaE20090811_AAABGCfileF20090811_AABWWX' 'sip-files00035.jpg'
689c537efe3cb72d6b85c4361f781287
7b77753938989d43289a832aa5112a547e8ed1f0
describe
'17228' 'info:fdaE20090811_AAABGCfileF20090811_AABWWY' 'sip-files00035.pro'
9710da7662ae79f02c5e0661e0aa0fb2
349fd2377b2e51e9cd6d6989a006f65a19b0a6ed
describe
'21042' 'info:fdaE20090811_AAABGCfileF20090811_AABWWZ' 'sip-files00035.QC.jpg'
0bf8d67ad0eb842f121850997e62b1ce
6498f8813662b91b32c1ddf26c3fce8e6165dd98
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWXA' 'sip-files00035.tif'
c982dfd5488fe97e5b3e329dbe6665b2
60f6bfc062e47ed52c4709eb4085d14c35b027bb
'2012-03-13T07:27:42-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'152' 'info:fdaE20090811_AAABGCfileF20090811_AABWXB' 'sip-files00035.txt'
00cbacd3eb478b66396a1228277d4fdc
75f5a49ec74492e97aeca760de9cc8b8ef467f74
describe
Invalid character
'6430' 'info:fdaE20090811_AAABGCfileF20090811_AABWXC' 'sip-files00035thm.jpg'
2102b8e4a4649ddd7e5454a6eccc58d8
8186a7188476f7687199c7bec7e2a64ecbb7081d
'2012-03-13T07:27:57-04:00'
describe
'58978' 'info:fdaE20090811_AAABGCfileF20090811_AABWXD' 'sip-files00036.jp2'
38ee753002c43076ed963ab916e83f59
a4f5e74178a9f9dfcac72a08b30f89d7234bd464
describe
'53582' 'info:fdaE20090811_AAABGCfileF20090811_AABWXE' 'sip-files00036.jpg'
bfd7513f65f217d3e6f17f1e32a1d3af
40fe26e9a081af3ee25f9614281d6da59d4686f6
'2012-03-13T07:27:35-04:00'
describe
'17298' 'info:fdaE20090811_AAABGCfileF20090811_AABWXF' 'sip-files00036.pro'
7b9355a91569abff09358db549575f07
d818936294867a5111166ded21fb9a7f361af84e
describe
'17658' 'info:fdaE20090811_AAABGCfileF20090811_AABWXG' 'sip-files00036.QC.jpg'
2a7ee8a7aa3827ffc1e520712d6695ad
ac567041f99c143814e718284418a96a64fc41a3
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWXH' 'sip-files00036.tif'
6791d7eb9a494ad170eb2081f224403c
87c6fa34d903c023371d7d50dfa26112d8e3d281
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'488' 'info:fdaE20090811_AAABGCfileF20090811_AABWXI' 'sip-files00036.txt'
3c0aca5e8ca1949df960d66f043cfeea
298a63e43efa9ce0ca1b8b5c313e70dc48cbb4a5
describe
Invalid character
'5910' 'info:fdaE20090811_AAABGCfileF20090811_AABWXJ' 'sip-files00036thm.jpg'
9070cfdddcee2d05f00e03e2c13223f9
015027e120ecfea69c6684dea1bf36a2281dd7cd
'2012-03-13T07:27:56-04:00'
describe
'88436' 'info:fdaE20090811_AAABGCfileF20090811_AABWXK' 'sip-files00037.jp2'
4685d2a5003ec9202dcb1b8f5b9dc3bf
ef2c48145b0d79e80b449b883704389a60a68a54
describe
'73233' 'info:fdaE20090811_AAABGCfileF20090811_AABWXL' 'sip-files00037.jpg'
044790398ca1aae8ca72093434fabe93
61c423e97a1b73273531302be19f34b2f8b68fdc
describe
'6627' 'info:fdaE20090811_AAABGCfileF20090811_AABWXM' 'sip-files00037.pro'
1e4f7d06c9e15539baec05c802c38aef
18ac63ff985bfc4df51f7e7f33b68e92e5c9fb0a
describe
'27384' 'info:fdaE20090811_AAABGCfileF20090811_AABWXN' 'sip-files00037.QC.jpg'
1cfc6be1a9b0599012781865d4ba96d7
dbe705a8cea29b69853f5ba1e24876392c45cdf2
describe
'956862' 'info:fdaE20090811_AAABGCfileF20090811_AABWXO' 'sip-files00037.tif'
ee2dc465a0cea681e2c9b9352095fb27
f818b01808f0a3069c3a32dc02e71de05694e0ad
'2012-03-13T07:27:08-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'521' 'info:fdaE20090811_AAABGCfileF20090811_AABWXP' 'sip-files00037.txt'
b3336c29b4c770fd937a013a286b8dbb
c79935c5fcd3c1aa0778bade119b1edfd5bc7e69
describe
'7527' 'info:fdaE20090811_AAABGCfileF20090811_AABWXQ' 'sip-files00037thm.jpg'
5c9128b8a5ee2d843ffca3f57e8e4220
5a8735c8e1972b6f88cf49e35472e993639f4edc
describe
'79060' 'info:fdaE20090811_AAABGCfileF20090811_AABWXR' 'sip-files00038.jp2'
170ed613a95a7cb5ac30e243c3a685c7
810102274df354c16157e7d52fcdad526ead4c67
describe
'67203' 'info:fdaE20090811_AAABGCfileF20090811_AABWXS' 'sip-files00038.jpg'
9b1196f964bdbae49623c6a4461ea3da
3210a27c16de1b7a8cfac6326674138aeefae64d
describe
'33416' 'info:fdaE20090811_AAABGCfileF20090811_AABWXT' 'sip-files00038.pro'
0c6d11060e43cac81abe8dd6578408c9
c40ed7b73f7861ef85785b45b11ba186a0003a4d
describe
'23502' 'info:fdaE20090811_AAABGCfileF20090811_AABWXU' 'sip-files00038.QC.jpg'
12fae83f8016be58a1d226eaec537c31
df0cbe507ac52a07c277f6fb2bd4a1245dde5c2a
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWXV' 'sip-files00038.tif'
310e0427b5c4ea0dadad28ccdddc5a4a
0d12efded51aa78014e8bbe7514affb351af01ee
'2012-03-13T07:25:50-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'636' 'info:fdaE20090811_AAABGCfileF20090811_AABWXW' 'sip-files00038.txt'
777aad946ee09b96f944756efdbd1d49
d51a1042f69fd97855f0e356b9e3294c6cfdd2c2
describe
'6821' 'info:fdaE20090811_AAABGCfileF20090811_AABWXX' 'sip-files00038thm.jpg'
315fe1ee1bbe028afc4fff92e6820486
4140737d2408a2cfec674a9818fa6f17ccc6fed7
describe
'919955' 'info:fdaE20090811_AAABGCfileF20090811_AABWXY' 'sip-files00039.jp2'
5af3dc8838dd6191b4a96ea0ac1bd11a
4c80341a09f17336efa819423b877953c1efe467
describe
'72739' 'info:fdaE20090811_AAABGCfileF20090811_AABWXZ' 'sip-files00039.jpg'
31fa5f4e5db40d9e0b320fbeab0059d3
485012e582ba59a9e5cb93cc8efa5ee88ae26e4f
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWYA' 'sip-files00039.pro'
a6c937092e3204e634e111400c836938
8ef0c5277cca5314288eb8a4fe5cc67d2e622c10
describe
'24545' 'info:fdaE20090811_AAABGCfileF20090811_AABWYB' 'sip-files00039.QC.jpg'
3f4fd11d1e4658f03d6f86a4f6d24f04
5b2478ba32ddf2d55ab432629ffadab7ee5b3545
describe
'7848220' 'info:fdaE20090811_AAABGCfileF20090811_AABWYC' 'sip-files00039.tif'
d1686271a8a3a49ead6b752a414a771f
2bf4d051ee177fffe844181c6dcc1d2630d014de
'2012-03-13T07:27:29-04:00'
describe
'271' 'info:fdaE20090811_AAABGCfileF20090811_AABWYD' 'sip-files00039.txt'
cc378ad196b1024260bc783814b4aa4e
44756095956ce941a96c770cea0c145e9dd0a689
describe
'6531' 'info:fdaE20090811_AAABGCfileF20090811_AABWYE' 'sip-files00039thm.jpg'
7017e8255a407950984ac546ac630267
c12b22b6cc7846ef597acd268363bb722bd4803a
describe
'25478' 'info:fdaE20090811_AAABGCfileF20090811_AABWYF' 'sip-files00040.jp2'
a8092be08f76c3b52ad080c056eceae4
b8118f83446bea6e14765b3492e34015e7620ac5
'2012-03-13T07:26:07-04:00'
describe
'24928' 'info:fdaE20090811_AAABGCfileF20090811_AABWYG' 'sip-files00040.jpg'
59a97dad7b4800538f12e9165102b87c
a98d4154f134cb79f97fd0f53b66c14b3b0233c1
describe
'650' 'info:fdaE20090811_AAABGCfileF20090811_AABWYH' 'sip-files00040.pro'
8e4bbaa58d576178c740ffda2cef9542
43ee8a71d22fa33e83d074abe5f09cd1f9b91b4a
describe
'8326' 'info:fdaE20090811_AAABGCfileF20090811_AABWYI' 'sip-files00040.QC.jpg'
3f213a72f36b0d03e5cecad8a8196fd7
fe836fcd42379d156a39cc11f86a43b21b9375c0
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWYJ' 'sip-files00040.tif'
369b7b51444dcbe0ca9716ea5d13e7d5
5137e9d3bb09d936f57940b38403cd132c570f5d
'2012-03-13T07:27:55-04:00'
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'113' 'info:fdaE20090811_AAABGCfileF20090811_AABWYK' 'sip-files00040.txt'
fea85d68d3cef4e99d594920638a16bd
616922b2c031b8ceea32cf790989d8f033f1e695
describe
'2692' 'info:fdaE20090811_AAABGCfileF20090811_AABWYL' 'sip-files00040thm.jpg'
81c48c706b5e9674bff67f4b34515346
1be8ce354734e9d55f6f16c02713e16106be424f
describe
'40608' 'info:fdaE20090811_AAABGCfileF20090811_AABWYM' 'sip-files00041.jp2'
c0b9f5c9c82fab943aafdb8a12440b73
16444ff64f46afcad89d5fb2298d176638048fa8
describe
'22751' 'info:fdaE20090811_AAABGCfileF20090811_AABWYN' 'sip-files00041.jpg'
1ff805a09f58766af0194787c6be8c18
c230c5e12bcf608366bcee6cec809dee142e0f91
describe
'13427' 'info:fdaE20090811_AAABGCfileF20090811_AABWYO' 'sip-files00041.pro'
7da1b9863b0de357122cea540186151f
1380e7c8f97014a938d234dbe6cd1faf6d40cf5a
describe
'8082' 'info:fdaE20090811_AAABGCfileF20090811_AABWYP' 'sip-files00041.QC.jpg'
d3efeffdafefa2a1b08cd3e3b5a305b2
bf6f4ad32f5f029fa0e497f35cb6585119b802d1
describe
'958090' 'info:fdaE20090811_AAABGCfileF20090811_AABWYQ' 'sip-files00041.tif'
6a55a792542ab8160fd2d141ac355ee8
e74f4a617c300986fd6e6f1a68d8d602e028a4b4
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'info:fdaE20090811_AAABGCfileF20090811_AABWYR' 'sip-files00041.txt'
bc949ea893a9384070c31f083ccefd26
cbb8391cb65c20e2c05a2f29211e55c49939c3db
describe
'2838' 'info:fdaE20090811_AAABGCfileF20090811_AABWYS' 'sip-files00041thm.jpg'
d095f0474dc861084f8f45072f4258f4
dd09588d89ece9accf75fb28d62d15d61563fb50
'2012-03-13T07:28:02-04:00'
describe
'55384' 'info:fdaE20090811_AAABGCfileF20090811_AABWYT' 'sip-files00042.jp2'
0863aa972c63afa073ee9aafadf4c982
41de2240383e25b9e18a0e71c98fd0bb445e3b81
'2012-03-13T07:27:10-04:00'
describe
'28508' 'info:fdaE20090811_AAABGCfileF20090811_AABWYU' 'sip-files00042.jpg'
216533033cbea43a3ff28855f684d7c0
13ce0a0a098b1d94500cd0a2a3aaf52733322b23
describe
'25058' 'info:fdaE20090811_AAABGCfileF20090811_AABWYV' 'sip-files00042.pro'
d967dacaea523a53681fc61feb190dd7
4f2960b3e639cadab24b926af6cc6c460066a05f
describe
'9733' 'info:fdaE20090811_AAABGCfileF20090811_AABWYW' 'sip-files00042.QC.jpg'
ab31122f3493bfe3f7de73b52da56c7e
15b21ea3db316665fb1b81a8ed6b1a54d37cbd39
describe
'959640' 'info:fdaE20090811_AAABGCfileF20090811_AABWYX' 'sip-files00042.tif'
143cf51939b85bdb5750623d57e608a1
a6b70110de10d5e0e5446ce0f1767307ee3b00d9
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1637' 'info:fdaE20090811_AAABGCfileF20090811_AABWYY' 'sip-files00042.txt'
7b0f634a915f3fc50cea908d1d3868bb
3cf0f84cf099f16003b0404710484cc6fcdfbfe0
describe
Invalid character
'3360' 'info:fdaE20090811_AAABGCfileF20090811_AABWYZ' 'sip-files00042thm.jpg'
7d71898a67ece81b279b7c7854f6b48e
6d488dc47a24f1401da32600fdd53adbed7b1548
describe
'51015' 'info:fdaE20090811_AAABGCfileF20090811_AABWZA' 'sip-files00043.jp2'
5c54f3135b980a738087707d8c15fd33
9a7745fdf630aa549b12a7f843660f907f286307
describe
'29088' 'info:fdaE20090811_AAABGCfileF20090811_AABWZB' 'sip-files00043.jpg'
8f78e7c7d10b5e17e54454b34ce6eea7
186942de29a33b6492fa2d94f5fed9207e0acdfc
describe
'24892' 'info:fdaE20090811_AAABGCfileF20090811_AABWZC' 'sip-files00043.pro'
8cc5768183cdc2f78ea79277fb4362fb
77553808428d55702d6a7d574b1d4a3fc08571ae
describe
'10111' 'info:fdaE20090811_AAABGCfileF20090811_AABWZD' 'sip-files00043.QC.jpg'
a92e38381f407333627c5af712817bbd
810d2c1ba83fbd4e01e2a82c994cfcb1a34be12c
describe
'957280' 'info:fdaE20090811_AAABGCfileF20090811_AABWZE' 'sip-files00043.tif'
7435189408b319309ab15ee4d1931fe2
49b4a82c23ce79c1c3cdadae13c6173acb784e1b
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'2163' 'info:fdaE20090811_AAABGCfileF20090811_AABWZF' 'sip-files00043.txt'
a169609797f11b70a68ebf7a6861f5f5
bb1fd9e541a0177e62e77bb8db271784f458523a
describe
Invalid character
'3256' 'info:fdaE20090811_AAABGCfileF20090811_AABWZG' 'sip-files00043thm.jpg'
5e9a807b30a9fda9a9a0a40f45437167
7f4966cfdfbb9c219bd91eba9b9df62a5f94f099
describe
'50173' 'info:fdaE20090811_AAABGCfileF20090811_AABWZH' 'sip-files00044.jp2'
275ff51dcd219aa6a0906dbf7d47bbb7
6a1c86c53dc864c025ecb35e96770a6d91abeb78
describe
'27382' 'info:fdaE20090811_AAABGCfileF20090811_AABWZI' 'sip-files00044.jpg'
519decc5bd48aaf2d2a3f82a9edfc93b
b8aae939c4d8cd2a7abf2659eee3843123f445f5
'2012-03-13T07:26:57-04:00'
describe
'17832' 'info:fdaE20090811_AAABGCfileF20090811_AABWZJ' 'sip-files00044.pro'
9be85db49b31b9f54ae6d1cde3595a28
5a4c678638a4cc66ec58d2ba94131b3fea4bf3ec
describe
'9574' 'info:fdaE20090811_AAABGCfileF20090811_AABWZK' 'sip-files00044.QC.jpg'
ff16d158e8db0308c104cfaa18851e15
eac2df54b3a4a4cee766b1fb85b618035b106a7c
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWZL' 'sip-files00044.tif'
19ede527d871458d4aaf92fd13cc6c23
fa56f75594b0a6a49a2fb3c30950a26c006d9bc3
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1309' 'info:fdaE20090811_AAABGCfileF20090811_AABWZM' 'sip-files00044.txt'
8d9615078b3445f47c204e1841deebba
9f05d92f5f3df94170ff5157f460b42aa8788049
describe
Invalid character
'3133' 'info:fdaE20090811_AAABGCfileF20090811_AABWZN' 'sip-files00044thm.jpg'
8232bca7ee5c7c4d9f2910d9fd50f462
560429acd2cca50f045e86181ae876bd82c4eefc
'2012-03-13T07:26:25-04:00'
describe
'51876' 'info:fdaE20090811_AAABGCfileF20090811_AABWZO' 'sip-files00045.jp2'
30f8996ce0ace3eee365b04dd02f150a
cef73897a483d4288735fae14756c83bdac23d38
describe
'28414' 'info:fdaE20090811_AAABGCfileF20090811_AABWZP' 'sip-files00045.jpg'
efcbe0616dff6b74639de9a81f9fe2d7
749dc42c55a7b6081adc831fb3c94834d0589f09
describe
'20802' 'info:fdaE20090811_AAABGCfileF20090811_AABWZQ' 'sip-files00045.pro'
dcafd1e7899b3cfb2cff783d84a9317c
f75a173524ce9b3203ded25136eaf89e0b7f10ae
describe
'9940' 'info:fdaE20090811_AAABGCfileF20090811_AABWZR' 'sip-files00045.QC.jpg'
92a8d54d812f640e1223f950f12109d1
ffb9f27c60aa5fabe93255ca60d429268200e8db
describe
'956534' 'info:fdaE20090811_AAABGCfileF20090811_AABWZS' 'sip-files00045.tif'
ba7554ca95e305026089775471f36aa5
8b3d3f1b232742049858eb27a61ed9619cb0b281
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1614' 'info:fdaE20090811_AAABGCfileF20090811_AABWZT' 'sip-files00045.txt'
67756e113d1eed56c4b124033e88bbc4
071b2a4d60abf1f8dcabf470e430cafa0801d3b2
describe
Invalid character
'3210' 'info:fdaE20090811_AAABGCfileF20090811_AABWZU' 'sip-files00045thm.jpg'
39a047e48c0c170063c2c51d0c4d37af
f385f00c2dec36cfdaf6b9a3a5e2dbf726eb56dc
describe
'34261' 'info:fdaE20090811_AAABGCfileF20090811_AABWZV' 'sip-files00046.jp2'
ef1529579417a255cd1ae1fb48d12e4c
f7b359c7f374202f548b910dd526b91f2542e5af
describe
'20053' 'info:fdaE20090811_AAABGCfileF20090811_AABWZW' 'sip-files00046.jpg'
d22f7c2d987e6bed27a4686576e91e61
030c571a070fd59c0a10db11231ff1bd7325aba6
'2012-03-13T07:25:38-04:00'
describe
'4884' 'info:fdaE20090811_AAABGCfileF20090811_AABWZX' 'sip-files00046.pro'
9ed995ecc25e2c6d818ca630f367cf69
1edd7d3d24ed14a68460f6c2692b8314763f1491
describe
'7581' 'info:fdaE20090811_AAABGCfileF20090811_AABWZY' 'sip-files00046.QC.jpg'
e9c9213f28ea7db0553ac8846bcbdcb9
760db127f0c290c25d898cbc74c35d040e34d55e
describe
'info:fdaE20090811_AAABGCfileF20090811_AABWZZ' 'sip-files00046.tif'
4c5f70587e9cdc0e8d09270cc58308b5
06738f865301c467cd796db424b2de31e7855da0
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'2600' 'info:fdaE20090811_AAABGCfileF20090811_AABXAA' 'sip-files00046thm.jpg'
255c40f95bb0cbdb14b9f1be258fdfcb
d6df5f905394e7bb31c69994703c1f7ae60a48ce
'2012-03-13T07:27:30-04:00'
describe
'37173' 'info:fdaE20090811_AAABGCfileF20090811_AABXAB' 'sip-files00047.jp2'
cd0a5797df6f405a8df54e7df25f372a
ef5161d9af47affa6f469f2daa6f5e8927af931e
'2012-03-13T07:27:53-04:00'
describe
'20896' 'info:fdaE20090811_AAABGCfileF20090811_AABXAC' 'sip-files00047.jpg'
b4d2b3f295f51e299bb5b12acfa89df0
51cfdff97aee539c0550702eb8c9930bb2a4e85c
describe
'7273' 'info:fdaE20090811_AAABGCfileF20090811_AABXAD' 'sip-files00047.pro'
97048747e9ef9454af25422c1b9ca2ba
c088f663f0ff0e3cff8ba40af6649c7ae982fb69
describe
'7276' 'info:fdaE20090811_AAABGCfileF20090811_AABXAE' 'sip-files00047.QC.jpg'
bc5b4bf104e6739f4d1f6c919406bd77
25dd07d49f46e4268fbff7ed6b3934a029cd2fd4
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXAF' 'sip-files00047.tif'
a681d71008d1c6ea4be43a981c56931e
ff94b926727e5fa583ca9b442c34490ae2dd9b2c
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'2814' 'info:fdaE20090811_AAABGCfileF20090811_AABXAG' 'sip-files00047thm.jpg'
53c010e40491c41f9291096be289087a
c502f550da565120a8e18b25b546045a85ea6450
describe
'25975' 'info:fdaE20090811_AAABGCfileF20090811_AABXAH' 'sip-files00048.jp2'
8d525054704b919711c203daf925d7dc
b529192cb6cab9953ecc7dc556897e4a723de177
describe
'25767' 'info:fdaE20090811_AAABGCfileF20090811_AABXAI' 'sip-files00048.jpg'
2faec919d604f3f4fe1171c7e35190d5
9ce14f80755297f1e2b4f87f3f1769fc070dc578
describe
'2473' 'info:fdaE20090811_AAABGCfileF20090811_AABXAJ' 'sip-files00048.pro'
b333dc66855d1b3ae3f5b471cb40b60d
ee5df7b3f32d8f223a474a57d3926921b8cd2110
describe
'8994' 'info:fdaE20090811_AAABGCfileF20090811_AABXAK' 'sip-files00048.QC.jpg'
adeead2222b4fb4719d377a01532d8ec
894848f79999ee7d8057fec96460c6ae8ded3e7b
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXAL' 'sip-files00048.tif'
2ce057dce379c10974fad7869ea1d85d
acc7299a10f4b8acb29a18dc791433151b0c9cda
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'3372' 'info:fdaE20090811_AAABGCfileF20090811_AABXAM' 'sip-files00048thm.jpg'
b6b6bacb795d13138a93ac57f3e87c1e
0f54ca3a7d6696984fcef735e3c66a779ba1caea
describe
'42670' 'info:fdaE20090811_AAABGCfileF20090811_AABXAN' 'sip-files00049.jp2'
d19e95efe918f3a12e18dc2623150f59
f281c4e9da844e2e13e8cdbf51b2742d945b6dc2
describe
'38401' 'info:fdaE20090811_AAABGCfileF20090811_AABXAO' 'sip-files00049.jpg'
892a0b3d64d9df8bbcd2a7d93d88fe5b
4eb3a67b0619a764bbd2327f8d0d8046420e6691
describe
'7562' 'info:fdaE20090811_AAABGCfileF20090811_AABXAP' 'sip-files00049.pro'
fc562d020ee22ba97270c0b29a3d9064
89a88e0ff5e5705d6e22e45945c88f5a2ca7b8e8
describe
'13469' 'info:fdaE20090811_AAABGCfileF20090811_AABXAQ' 'sip-files00049.QC.jpg'
918cc5789370dfb3da7432d3a354f1a8
c7951fed557dc1ed1759039dcf3f0e4f3237df38
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXAR' 'sip-files00049.tif'
b07692793e146f736252258cf71e5234
8b20202d72ff8c3d60f3e428a4458451c17c7e07
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'577' 'info:fdaE20090811_AAABGCfileF20090811_AABXAS' 'sip-files00049.txt'
ddc6e4bd28e72e94538f1e499f8508e2
2ab9b93604f95aec8a8ebbb50c23b23cdcb4f659
describe
Invalid character
'4458' 'info:fdaE20090811_AAABGCfileF20090811_AABXAT' 'sip-files00049thm.jpg'
78356aaf3eb23fced386194e252af720
094ad5077ac7197dc8ec4e10a9d75163a64f5e3a
describe
'956844' 'info:fdaE20090811_AAABGCfileF20090811_AABXAU' 'sip-files00050.jp2'
b02b9365306bacea1a6cfb13252e5004
0c0334a5ba5b28359dfa891f50e2ca596a42bb71
describe
'37038' 'info:fdaE20090811_AAABGCfileF20090811_AABXAV' 'sip-files00050.jpg'
3fddda2fa79d0b364c7fe8f02878d67e
b7e0b1d6b95df492cb296c756b46ff556807dfee
describe
'1884' 'info:fdaE20090811_AAABGCfileF20090811_AABXAW' 'sip-files00050.pro'
1f60cf45a94d5f96c960f7b0585b4a41
ec21019b494956c5f16b296b9b80c8857c8aa22a
describe
'11253' 'info:fdaE20090811_AAABGCfileF20090811_AABXAX' 'sip-files00050.QC.jpg'
eddead88a17cbdf4441b533d28079c93
cddd3e54ff559d78edefdf4034fee7120839a840
describe
'7655991' 'info:fdaE20090811_AAABGCfileF20090811_AABXAY' 'sip-files00050.tif'
a2f5db699ae78bcce112da64aa3081ec
3d59f6a1f48b25897476ead3b867e1cdfc9cf653
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'84' 'info:fdaE20090811_AAABGCfileF20090811_AABXAZ' 'sip-files00050.txt'
17c61dfa3cc2ebfeee0dd3f6d6b7defb
636407c8f38b5e942decb50caa7a254b93b1e77c
describe
'3646' 'info:fdaE20090811_AAABGCfileF20090811_AABXBA' 'sip-files00050thm.jpg'
5575a7db9e4f21a82ce076a60623a398
fbfaebc25ba5ec0698a8513d78915c2a99b74b7b
describe
'955653' 'info:fdaE20090811_AAABGCfileF20090811_AABXBB' 'sip-files00051.jp2'
e9a40dfbe282b70db67d170207cbf72e
128040af7705feb7cd5a775350cc5476ff5265f2
describe
'40170' 'info:fdaE20090811_AAABGCfileF20090811_AABXBC' 'sip-files00051.jpg'
e8a3e14b27b5f9d25f9306930c495257
80286d37a3df5d33afe21dc88aad84dd2b4afd2b
'2012-03-13T07:27:58-04:00'
describe
'4709' 'info:fdaE20090811_AAABGCfileF20090811_AABXBD' 'sip-files00051.pro'
0bf8dc3c07a01a6a59c1bd21f596052d
6227fc316d31f3de268c6e4cb30f95b668a77147
describe
'12455' 'info:fdaE20090811_AAABGCfileF20090811_AABXBE' 'sip-files00051.QC.jpg'
21fcb141c3ff9ba4e88ceda47f7be7dd
05b8f709c51d392c0f53ea63587c96d0a08fbf37
'2012-03-13T07:26:56-04:00'
describe
'7646531' 'info:fdaE20090811_AAABGCfileF20090811_AABXBF' 'sip-files00051.tif'
abfc5f37bd1ea52a8ccc32d116c0eed6
45f26ac10ef84bc0ee30756d3f2c83a555040424
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'451' 'info:fdaE20090811_AAABGCfileF20090811_AABXBG' 'sip-files00051.txt'
b2e8037d34de72958a134ace4787c278
6af606ae72b7d1655b619286ce745967a9ea7466
describe
'4050' 'info:fdaE20090811_AAABGCfileF20090811_AABXBH' 'sip-files00051thm.jpg'
8e9ff5f2e7d03a2d65a34b76501d6274
3ff90d009bb2fe55d14008f6e173f6ce2dbcd246
describe
'954428' 'info:fdaE20090811_AAABGCfileF20090811_AABXBI' 'sip-files00052.jp2'
99b43f090aaf3055a69eb4ce8284b463
7205618692bd70425f6b1bfb96900f6b3595ed92
describe
'40517' 'info:fdaE20090811_AAABGCfileF20090811_AABXBJ' 'sip-files00052.jpg'
32d3142b68e0ab8ff477bff28f9c2f0b
34dbcaae52a2e5d7deff575f2d2878215eebcb27
'2012-03-13T07:26:19-04:00'
describe
'4804' 'info:fdaE20090811_AAABGCfileF20090811_AABXBK' 'sip-files00052.pro'
c825441710feedd80ffc81479c7595d0
b9a6164115f3ee4d5588b88dd55aa868d927d3d0
describe
'12865' 'info:fdaE20090811_AAABGCfileF20090811_AABXBL' 'sip-files00052.QC.jpg'
b46fe8682be3becf1e3a428238259ece
c10753e388540f0206efd08f8aa69f0ec6195c0e
describe
'7635339' 'info:fdaE20090811_AAABGCfileF20090811_AABXBM' 'sip-files00052.tif'
1068b7163e1d6323cca351f1e3a700c0
c81fb9a3a9332a0bf2de6c466e7a3e368cb9a3a1
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'318' 'info:fdaE20090811_AAABGCfileF20090811_AABXBN' 'sip-files00052.txt'
10fc5cd20e7299dd4ddf99111415e5e0
c563938ccb967f3d84753a27f7925f33c8333556
describe
Invalid character
'4146' 'info:fdaE20090811_AAABGCfileF20090811_AABXBO' 'sip-files00052thm.jpg'
350afbc0b10142cb2ffb2e8cf98c28de
2ac8c46b6e24cf5678296d27c020e2db5b9b0df7
describe
'956973' 'info:fdaE20090811_AAABGCfileF20090811_AABXBP' 'sip-files00053.jp2'
777081d78caf68a3750404a12828616f
53c1039af18f09a67e67c424f3701a3e3783db35
describe
'41907' 'info:fdaE20090811_AAABGCfileF20090811_AABXBQ' 'sip-files00053.jpg'
54feb760983e94cc1b540159f56a6b28
936789ed7840f89c28bfaa5c6ee021e27eb98e56
describe
'6411' 'info:fdaE20090811_AAABGCfileF20090811_AABXBR' 'sip-files00053.pro'
0ab73a4f1d322e1294d321ca01d31366
8f59f69b431ec89332c920cf2f48c63fa1fa0a06
describe
'13062' 'info:fdaE20090811_AAABGCfileF20090811_AABXBS' 'sip-files00053.QC.jpg'
c081dc6130ae9b5313dd27dbbd75f30b
2ba51553dbfd4fb6c91a20b188094653dd83c283
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXBT' 'sip-files00053.tif'
7495b28f5b1ebec1195b2e37dfdd55bb
7683724c81a2cb0639bfe7a4607c8aeaa6b0be27
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'393' 'info:fdaE20090811_AAABGCfileF20090811_AABXBU' 'sip-files00053.txt'
297a8215e1741853c7ee43cfe10b8d6a
1a12b5ea8e8adc783c78e926b119c38e6495fb0e
describe
'4208' 'info:fdaE20090811_AAABGCfileF20090811_AABXBV' 'sip-files00053thm.jpg'
ddde9c2ab79a2eeb3e2fef9cd986c8ff
f005155bd0ca0c2181772ac1ee98ec4d5de05d22
describe
'29230' 'info:fdaE20090811_AAABGCfileF20090811_AABXBW' 'sip-files00054.jp2'
3df73abba6d87107a25d797eda178f0c
c8fcfd224c22fb2469e3502551d6c738ac43c5a4
describe
'19877' 'info:fdaE20090811_AAABGCfileF20090811_AABXBX' 'sip-files00054.jpg'
8ff0dbcdd4a47049c8f982e5e9bedd80
764cc3fa09b8803e9f929938471f7668bbbe6133
describe
'4351' 'info:fdaE20090811_AAABGCfileF20090811_AABXBY' 'sip-files00054.pro'
fe394a615184275f75f92dc0934e2dad
d5b22e56dfbd307569a56dc82c0c0cbbf82a1ce4
describe
'7293' 'info:fdaE20090811_AAABGCfileF20090811_AABXBZ' 'sip-files00054.QC.jpg'
47bfebeb9f8e63a29b0bfc1f5952007d
d3de98b41abd09d449c41321c14fa6e9c455e4ac
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXCA' 'sip-files00054.tif'
11e120d29cb6054a25a8fac044c526fe
e107a2f17ffec723078b3ebf82a7b7fc8e7e3703
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'288' 'info:fdaE20090811_AAABGCfileF20090811_AABXCB' 'sip-files00054.txt'
da5018fe4db3c761dff5c1b4eb5dc64e
8b4197e58054e169c072bc53c68599707e05db1d
describe
'2939' 'info:fdaE20090811_AAABGCfileF20090811_AABXCC' 'sip-files00054thm.jpg'
805cb502864cf3b884e0a1b4e4419286
457fcec365e47bd72ff75c13ddfb36e9059bb5c3
describe
'26902' 'info:fdaE20090811_AAABGCfileF20090811_AABXCD' 'sip-files00055.jp2'
8f7064257f8e5181775ded8b3d1d7fab
ac0fce16ed6b93d6b313833cf7a61a3487e813a0
describe
'17743' 'info:fdaE20090811_AAABGCfileF20090811_AABXCE' 'sip-files00055.jpg'
7276f80af034627987ecbe0dc826afb6
e1df968ef320938b0e9ef45e17560f9ec511c28a
describe
'6704' 'info:fdaE20090811_AAABGCfileF20090811_AABXCF' 'sip-files00055.pro'
1f1817ea1e41eafef9ec5abeda9a8d6c
ed4dce3782ee240e4d0b63b8dc297f7afb7eec10
'2012-03-13T07:27:12-04:00'
describe
'6711' 'info:fdaE20090811_AAABGCfileF20090811_AABXCG' 'sip-files00055.QC.jpg'
11286cb14208c0915fe5a2ff3e9fa4a0
eafd3f0e70cb6dc4d7bf1b89e220dd39bc2e2760
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXCH' 'sip-files00055.tif'
71ec2481239bef07528d832d7fca879f
aaae31e8dd294f8317267e141c9daf4bad423fdd
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'509' 'info:fdaE20090811_AAABGCfileF20090811_AABXCI' 'sip-files00055.txt'
276224185559e1d646fe73941dac997b
817774762b947f10da9d906efe341fc79e38826e
describe
'2706' 'info:fdaE20090811_AAABGCfileF20090811_AABXCJ' 'sip-files00055thm.jpg'
a01e7f8fafd19927d3b62cfbff836c0f
73b5bbff1e4d1f2c089cbc3c131a5c1452eb5e96
describe
'28365' 'info:fdaE20090811_AAABGCfileF20090811_AABXCK' 'sip-files00056.jp2'
20e596e258624b82d6944a785174ca7b
cb610f64ea6796b4fa44ce0258b07b45f335fb91
describe
'29640' 'info:fdaE20090811_AAABGCfileF20090811_AABXCL' 'sip-files00056.jpg'
11ae0a7b4e313d7fe1655aff3e7e4e88
0a9e62ead7db0ae5692ebeacd0674ea7e0bbdceb
describe
'9486' 'info:fdaE20090811_AAABGCfileF20090811_AABXCM' 'sip-files00056.pro'
6168218108c4692aa6e70c73857f9814
9753a3110d34226c9577f52de33c8e4d85990ed5
describe
'10452' 'info:fdaE20090811_AAABGCfileF20090811_AABXCN' 'sip-files00056.QC.jpg'
d895c124592ec04433f986ac651645f4
683ad9e3c3e02d7fec6ecf67eb57fb0b61bddb3d
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXCO' 'sip-files00056.tif'
a8ea32889c105d5ba9a2b8d74aeec805
9d3fc40f6796d9821b100284538d0490e5e64724
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'701' 'info:fdaE20090811_AAABGCfileF20090811_AABXCP' 'sip-files00056.txt'
9a1073c1655e5da46d2d49ed77b5cc77
961c63522b7fd7f5bd2253ee548c53a688792a3d
'2012-03-13T07:25:30-04:00'
describe
'3775' 'info:fdaE20090811_AAABGCfileF20090811_AABXCQ' 'sip-files00056thm.jpg'
c0e6e5cc87f430972166d4e338317629
e279b90683215c55f1d2b9c26de24fc51ce6cc98
describe
'25581' 'info:fdaE20090811_AAABGCfileF20090811_AABXCR' 'sip-files00057.jp2'
639fb8ba9708c7579575e78c86253bba
d285e0e2b59c5b2ba860b2592986daed2fafdee3
describe
'27099' 'info:fdaE20090811_AAABGCfileF20090811_AABXCS' 'sip-files00057.jpg'
326fdbb560fad91b589f0f5c0c8bad2c
267ecae0016c31cf8de376548163effdd5907293
describe
'5776' 'info:fdaE20090811_AAABGCfileF20090811_AABXCT' 'sip-files00057.pro'
52ce78e0a256f62c845c976125515143
62a38581aabf73007eee47764ca60e5dcbc338ab
describe
'9707' 'info:fdaE20090811_AAABGCfileF20090811_AABXCU' 'sip-files00057.QC.jpg'
886bacf99a81e55d649d09bd8323cd50
1566f79b649406d86b20760ddabc2daf779a2267
describe
'956270' 'info:fdaE20090811_AAABGCfileF20090811_AABXCV' 'sip-files00057.tif'
49d535545658c0ba995ff711f4c13ce9
a1781df63abde7893e2b7dbb3129b9a4a8652f9f
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'351' 'info:fdaE20090811_AAABGCfileF20090811_AABXCW' 'sip-files00057.txt'
91abc2cabcf7b974a276ecb6bdddec03
6fce8cf8d7b7234719781a543c1504f33be679ec
describe
Invalid character
'3254' 'info:fdaE20090811_AAABGCfileF20090811_AABXCX' 'sip-files00057thm.jpg'
b60aa64b06e7120ff62b4914ccbf1d3f
67140f206eb9f180143bb2c4f1e484892ebf8d6b
describe
'28281' 'info:fdaE20090811_AAABGCfileF20090811_AABXCY' 'sip-files00058.jp2'
6f4a6f8b337b17c13b7929fd2b909bbd
074116716c8f27b6993554366a9ab210ec213774
describe
'28144' 'info:fdaE20090811_AAABGCfileF20090811_AABXCZ' 'sip-files00058.jpg'
4a3fbfecb640359a732e91338a8ed2db
e444ba4d0a417d2bd6e15b67398f25c79c588216
describe
'6940' 'info:fdaE20090811_AAABGCfileF20090811_AABXDA' 'sip-files00058.pro'
f9778f4f4bdf0df0a39047dd45158e11
0ba0177596e11be9727d27bbf17dc416c89ea69c
describe
'9897' 'info:fdaE20090811_AAABGCfileF20090811_AABXDB' 'sip-files00058.QC.jpg'
8e4addda28a4cc822594d8f22d60cc61
0235302d0b4f9874565fdadd3fee9c9c275fed3f
describe
'997056' 'info:fdaE20090811_AAABGCfileF20090811_AABXDC' 'sip-files00058.tif'
d7e64beb387d608573efddb9e1ee9174
ff84724aebdb44825e3d1f79b5e89f485f205c3a
describe
'639' 'info:fdaE20090811_AAABGCfileF20090811_AABXDD' 'sip-files00058.txt'
b2f0dc182e0a3438fadf9a51b4c85dca
c9b1e4c51f2fe21acaa0a88c40581325d2b78491
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXDE' 'sip-files00058thm.jpg'
ed695eff86ae4c9957fe7ef59fa460f8
49240ede9024827b456bae849d652318e6fb6e94
describe
'39306' 'info:fdaE20090811_AAABGCfileF20090811_AABXDF' 'sip-files00059.jp2'
d9ac0aadd5009ce9d728b913ce13f842
5a36f5f5036c148c617454bc77e7fdf825c1f117
describe
'39224' 'info:fdaE20090811_AAABGCfileF20090811_AABXDG' 'sip-files00059.jpg'
e4fed762b1601ca891f23b00a333206d
c2be63a3ab2ed73d17478680fedac684c7675967
describe
'11753' 'info:fdaE20090811_AAABGCfileF20090811_AABXDH' 'sip-files00059.pro'
633c958e9022aba4931504d41b6755e0
83513689c15a717090b21fa5b5df8a13878bd98d
describe
'13850' 'info:fdaE20090811_AAABGCfileF20090811_AABXDI' 'sip-files00059.QC.jpg'
9475bedab005f95680fd3e6c3798d1a8
96d85e3255183f92fcd4410e2fcd738ed74bb6a4
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXDJ' 'sip-files00059.tif'
6c731b927346aa1152f0562c1bb0e096
c2e42a7db322fbb52c7781dd6daf3b3a6a9b32d6
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'676' 'info:fdaE20090811_AAABGCfileF20090811_AABXDK' 'sip-files00059.txt'
688a5974a8d0472a8e3b9f04a8aac359
4827efec1653d4bb43a6cc7086b84f42e335298d
'2012-03-13T07:27:28-04:00'
describe
'4817' 'info:fdaE20090811_AAABGCfileF20090811_AABXDL' 'sip-files00059thm.jpg'
149870b2b2da16717ff98976fb63f398
6bb8c13baea581dbc5bf8a1d323ca1be6dfca306
describe
'98184' 'info:fdaE20090811_AAABGCfileF20090811_AABXDM' 'sip-files00060.jp2'
30342dc6d7290d4d7ea516e0c9578ab7
8655fa4c19380bd55673a4802414f12b7e0b6a47
describe
'78829' 'info:fdaE20090811_AAABGCfileF20090811_AABXDN' 'sip-files00060.jpg'
8aca137f63585d3d8335d42cf50b97d0
ff5588005f36d4a77fc64acbb4cf1a2995419ba0
describe
'44264' 'info:fdaE20090811_AAABGCfileF20090811_AABXDO' 'sip-files00060.pro'
78c12822ba2ee7494070563554a91ab4
7e52b10a2fe2e775523fa592b6a51c2cd2bb553c
describe
'24559' 'info:fdaE20090811_AAABGCfileF20090811_AABXDP' 'sip-files00060.QC.jpg'
3b06665d225338c481a36ff919ca517c
841254974b14ab0620192d7c38b4bd4b0db764bf
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXDQ' 'sip-files00060.tif'
9fe7e24fcfa71b0662db6d8af8adadf7
87f0ecea30e52d460b5d0b3391424e46c3303ca5
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1941' 'info:fdaE20090811_AAABGCfileF20090811_AABXDR' 'sip-files00060.txt'
bd77d799f6a4222679f62d2ddd1d1d4b
e4ce9d819cbab742204ff49e7874b874ce02863b
describe
'6919' 'info:fdaE20090811_AAABGCfileF20090811_AABXDS' 'sip-files00060thm.jpg'
90e7beea1c374831987a3aca88f3e832
d464a6acbd7140b536eddbc8cb13f9e926f387d9
describe
'83405' 'info:fdaE20090811_AAABGCfileF20090811_AABXDT' 'sip-files00061.jp2'
8a878df16e9e39c2f84fdc46b101a1a5
a27fefa89c3b776f82625a8943648beb1e7fd6f6
describe
'69175' 'info:fdaE20090811_AAABGCfileF20090811_AABXDU' 'sip-files00061.jpg'
d264346ff185b5bc3debef4ac73957eb
0efe97765ca73d23ac264975a168c2a327ead077
describe
'34474' 'info:fdaE20090811_AAABGCfileF20090811_AABXDV' 'sip-files00061.pro'
7b2cc1893f92764c86b26ef739b61e22
a0d97333a069084af32953dc7eb4cb323b60b5c7
describe
'19996' 'info:fdaE20090811_AAABGCfileF20090811_AABXDW' 'sip-files00061.QC.jpg'
321228bb85181a7c56b6abf91239937f
cc55ec3b6511be706cb2b89a8ecb36e618fb3458
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXDX' 'sip-files00061.tif'
b0ae5ea54e9f01167d8dbd6140f6b708
793bff479ff3e8e30d519305b5c7f54c9d7fb7cc
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'537' 'info:fdaE20090811_AAABGCfileF20090811_AABXDY' 'sip-files00061.txt'
f6cacbd4fddb61d75290416ed072fe74
90e12241e10a74ab08c47259cc86c6024e957421
describe
Invalid character
'5602' 'info:fdaE20090811_AAABGCfileF20090811_AABXDZ' 'sip-files00061thm.jpg'
724b8505758a12fa210b8b68c5b48219
b9ce5274fff46067da3b83ec2370b4c3dd637b0b
describe
'91610' 'info:fdaE20090811_AAABGCfileF20090811_AABXEA' 'sip-files00062.jp2'
26481c12e6ef2a8ad4fbf7d03c18fe3a
e5e87fe8426d78c49108080a4c5e6b716878a75b
describe
'75182' 'info:fdaE20090811_AAABGCfileF20090811_AABXEB' 'sip-files00062.jpg'
6690afb33940091da0b57d6867f86784
c0140d8d7c37088b4d0ae7101e7c930a6a8ff2ea
describe
'39250' 'info:fdaE20090811_AAABGCfileF20090811_AABXEC' 'sip-files00062.pro'
8465d57250e30977ba9218d608d6d073
6e6a671b5e0d59002f6484eea26c94729e0539a3
describe
'25984' 'info:fdaE20090811_AAABGCfileF20090811_AABXED' 'sip-files00062.QC.jpg'
5458a215ade184a81e3eea156975fa57
4554b855c71357302c2655f422921b2f49cbbd49
describe
'info:fdaE20090811_AAABGCfileF20090811_AABXEE' 'sip-files00062.tif'
f0bd663127bcac1eed770fbf1cfa4465
d6cbd9ad9dc48e3539fe9cb605599a6a489508ea
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'1216' 'info:fdaE20090811_AAABGCfileF20090811_AABXEF' 'sip-files00062.txt'
b993bc99c6765895207b594e2f32fe99
0eafe6ab2c579d38216071a9e55a0dead73d52c2
describe
'7179' 'info:fdaE20090811_AAABGCfileF20090811_AABXEG' 'sip-files00062thm.jpg'
4d5fef41c0e9831c120551e9a2b11b6a
34e068429b7b5acdb122fcf858f53b98f5876437
describe
'57313' 'info:fdaE20090811_AAABGCfileF20090811_AABXEH' 'sip-files00063.jp2'
38c8899c06ef9921df016464fefbf44e
086c645b956eca2ef34b6e026c51f864aec8ecb6
describe
'47000' 'info:fdaE20090811_AAABGCfileF20090811_AABXEI' 'sip-files00063.jpg'
cf7c87f91fc019a8fdfcd66d17ef3d55
14bc5e3d2cea0e674954ec4f820150953be3cae0
describe
'12410' 'info:fdaE20090811_AAABGCfileF20090811_AABXEJ' 'sip-files00063.pro'
7a0b0ccba7205e3c4b8e06b360f98cc1
c69d507c2626c5719043fc822456a70519b72a9d
describe
'16018' 'info:fdaE20090811_AAABGCfileF20090811_AABXEK' 'sip-files00063.QC.jpg'
7a043014c289b4893a2a6eae27258f82
ff31c02857520e6b018e52a715b66fbfcb1cc1d7
describe
'955401' 'info:fdaE20090811_AAABGCfileF20090811_AABXEL' 'sip-files00063.tif'
de4566fe1c64cfb8345fabd31ef6abd2
d5bff6b7d35d5bb0ddb0d0dace6e9b749e62ecd3
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'505' 'info:fdaE20090811_AAABGCfileF20090811_AABXEM' 'sip-files00063.txt'
63013d48a731a2a3a336ab9e22497fbb
aa9aa86502d9addf5043db3e94b137be0ad74797
describe
'5003' 'info:fdaE20090811_AAABGCfileF20090811_AABXEN' 'sip-files00063thm.jpg'
8627f50da0abeda3759df353ed098e57
2a89b534179d595b161205a1069b3098887b4078
describe
'121143' 'info:fdaE20090811_AAABGCfileF20090811_AABXEO' 'sip-filesCopyright.jp2'
ebd0d435a43450c1aa6046e36c431a7d
6d429050124db06e3c7a510dca51c32265c032f5
describe
'80538' 'info:fdaE20090811_AAABGCfileF20090811_AABXEP' 'sip-filesCopyright.jpg'
44324294aea0aed515def0fcd6eca8b8
9de2e4cb638335b0fdff51785817ab5b5754732e
describe
'34505' 'info:fdaE20090811_AAABGCfileF20090811_AABXEQ' 'sip-filesCopyright.pro'
88b7c87b2bccfcd4619a5f4dca31376f
17bc1297199757137575efaff087fb9121d91d63
describe
'23906' 'info:fdaE20090811_AAABGCfileF20090811_AABXER' 'sip-filesCopyright.QC.jpg'
d1e0ba896f040fc2ccce77c133f391db
68c520205660de0add2eea7ad560d7a73821e6f0
describe
'1073812' 'info:fdaE20090811_AAABGCfileF20090811_AABXES' 'sip-filesCopyright.tif'
bee41be562d2915c1b700faf4f8852af
efdf918d707f97bfd221566cdd40294768d84e16
describe
'2144' 'info:fdaE20090811_AAABGCfileF20090811_AABXET' 'sip-filesCopyright.txt'
f3bda66066d774f7734e1b97ff875c23
788c832c3785adde10313c63392d46faefd55ba1
describe
'6640' 'info:fdaE20090811_AAABGCfileF20090811_AABXEU' 'sip-filesCopyrightthm.jpg'
d154e0e68a15a4b29cf501c9f10f8378
dda711673bf00268b566c436d229dc7c1f2f247f
describe
'1051975' 'info:fdaE20090811_AAABGCfileF20090811_AABXEV' 'sip-filesCopyright_archive.tif'
2bcf297d4242a970060c1a520d572c9b
7621d29c3c427e4a0fe8364afc802260bfd37d37
describe
Invalid DateTime length:
Invalid DateTime length
Invalid DateTime length
'101119' 'info:fdaE20090811_AAABGCfileF20090811_AABXEW' 'sip-filesUF00091623_00001.mets'
8fb8a4490f3fde762070ea811e358650
39ffe6aa0b7a0987579ca249ff5addd4b1fc1934
'2012-03-13T07:25:35-04:00'
describe
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
'2016-05-19T11:45:20-04:00'
xml resolution
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
'131724' 'info:fdaE20090811_AAABGCfileF20090811_AABXEZ' 'sip-filesUF00091623_00001.xml'
7a7b61fb812f8829262b676c11117695
84aab2557029182c88b9af802fc2e2cd91c4745f
describe
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
xml resolution
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.


xml version 1.0 encoding UTF-8
REPORT xmlns http:www.fcla.edudlsmddaitss xmlns:xsi http:www.w3.org2001XMLSchema-instance xsi:schemaLocation http:www.fcla.edudlsmddaitssdaitssReport.xsd
INGEST IEID E3G4QUV9Z_JGOULK INGEST_TIME 2016-05-26T20:39:19Z PACKAGE UF00091623_00001
AGREEMENT_INFO ACCOUNT UF PROJECT UFDC
FILES