# 2.4 Test 3: Plate problem

This test has been proposed by NAFEMS (National Agency for Finite Element Methods & Standards) [Robinson].

## 2.4.1 Description

Figure 2.12: Study of the rigid movement of a rectangular plate under bending

The displacement in and is known as well as the rotation with respect to y at point A. Then at each point the displacement w and the rotations with respect to and are given by:

## 2.4.2 The boundary value problem

and D is defined by:

where

E
is Young's modulus,
e
is the thickness of the plate, and
is the Poisson ratio.

The type of finite element utilized in order to solve this problem: TRIA DKTP of library ELAS.

The physical values are defined as follows:
 l = 10.0 e = 0.01 c = 1 E = = 0.3

Figure 2.13: Suggested mesh

## 2.4.3 Execution of the test

Step 1: Mesh

 Call preprocessor: APNOXX Modules used: APNOPO ... 2D mesh generator [MODULEF User Guide - 3] QUACOO ... mesh generation utilizing quadrangles Specify input data file: D3NOPO.D Output data structure: T3NOPO

Step 2: Interpolation [13]

 Call preprocessor: COMAXX Module used: COMACO Finite element library: ELAS Element type: TRIA DKTP Specify input data file: D3COMA.D Output data structures: T3MAIL T3COOR

Step 3: Description of data [14]

 Call preprocessor: FOMIXX Modules used: COFORC COMILI Specify input data file: D3FOMI.D Output data structures: T3FORC T3MILI

Step 4: Calculation of the element arrays (general case) [14]

 Call preprocessor: THELXX Module used: THENEW Specify input data file: D3TAE.D Output data structure: T3TAE

Step 5: Description of boundary conditions [18]

 Call preprocessor: COBDXX Module used: COBDC1 Specify input data file: D3BDCL.D Output data structure: T3BDCL

Step 6: Assembly and solution by a direct Cholesky method
[4][MODULEF User Guide - 5]

 Call preprocessor: CHOLXX Modules used: PREPAC ... allocation of pointers ASSMUA ... assembly of matrix in m.m. ASEMBV ... assembly of RHS vector in main memory CLIMPC ... incorporate boundary conditions DRCHPC ... forward and backward substitution Specify input data file: D3B.D Output data structure: T3B

The number of words necessary to assemble the matrix is 2330.

The number of words necessary to assemble the corresponding right-hand-side (RHS) vector is 195.

## 2.4.4 Memory usage and execution time

The table below represents the approximate maxima of the values.

 Step Dimension of Execution time the super array (DPS8 Multics) Mesh 6 000 9.5 Interpolation 3 000 4.9 Element matrices 4 000 5.0 Boundary conditions 2 000 3.8 Solution 3 000 6.4

## 2.4.5 Results

The output of the D.S. B, containing the value of the displacement w at each node in the mesh, as well as the rotations with respect to the axis and , is found in file S3B.D in library TESD.

The remainder of this section contains a partial or total printout of the output D.S. created in each step. These data structures can be viewed by calling preprocessor IMAGXX and specifying the names of the files containing the desired data structures.

``` &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. NOPO OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           : BENCHMARK MODULEF NUMERO 3 :  PLAQUE
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : NOPO
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      0

TABLE  N O P 2
--------------
CHARACTERISTICS OF THE MESH :

SPACE DIMENSION                        (NDIM ) :      2
MAXIMUM NUMBER OF REFERENCES           (NDSR ) :      1
MAXIMUM NUMBER OF SUB-DOMAINS          (NDSD ) :      1
NODES AND POINTS COINCIDE             (NCOPNP) :      1
NUMBER OF ELEMENTS                     (NE   ) :     32
NUMBER OF TRIANGLES                    (NTRI ) :     32
NUMBER OF BOUNDARY ELEMENTS            (NEF  ) :     24
NUMBER OF NODES                        (NOE  ) :     25
NUMBER OF NODES BY SEGMENT (NO EXTREMITIES)    :      0
TYPE OF COORDINATE VALUES             (NTYCOO) : REEL1MOT
MAX DIFFERENCE +1 BETWEEN 2 NODES OF AN ELEMENT :     7
NUMBER OF COARSE ELEMENTS             (NBEGM ) :      0
NUMBER OF WORDS FOR TABLE NOP5        (LNOP5 ) :    368
REFERENCE AXIS    X,Y,Z               (NTACOO) :      1

TABLE  N O P 4
----------------
COORDINATES OF POINTS

-------------------------------------------------------------------------------
| POINT |     X        |     Y       |   | POINT |     X        |     Y       |
-------------------------------------------------------------------------------
|     1 |  0.000000    | -1.00000    |   |     2 |  0.000000    | -.500000    |
|     3 |  0.000000    | 0.000000    |   |     4 |  0.000000    | 0.500000    |
|     5 |  0.000000    |  1.00000    |   |     6 |  0.250000    | -1.00000    |
|     7 |  0.250000    | -.500000    |   |     8 |  0.250000    | 0.000000    |
|     9 |  0.250000    | 0.500000    |   |    10 |  0.250000    |  1.00000    |
|    11 |  0.500000    | -1.00000    |   |    12 |  0.500000    | -.500000    |
|    13 |  0.500000    | 0.000000    |   |    14 |  0.500000    | 0.500000    |
|    15 |  0.500000    |  1.00000    |   |    16 |  0.750000    | -1.00000    |
|    17 |  0.750000    | -.500000    |   |    18 |  0.750000    | 0.000000    |
|    19 |  0.750000    | 0.500000    |   |    20 |  0.750000    |  1.00000    |
|    21 |   1.00000    | -1.00000    |   |    22 |   1.00000    | -.500000    |
|    23 |   1.00000    | 0.000000    |   |    24 |   1.00000    | 0.500000    |
|    25 |   1.00000    |  1.00000    |   |
--------------------------------------- ---------------------------------------

TABLE  N O P 5
----------------
DESCRIPTION OF ELEMENTS

| ELEMENT :      1 | TRIANGLE     | S-D :   1 | NUMBER OF STORED WORDS  :  7

NUMBER OF  NODES  :  3 :        1        6        7
EDGE REFERENCE        :        1        0        0
VERTEX REFERENCE      :        1        1        0

| ELEMENT :      2 | TRIANGLE     | S-D :   1 | NUMBER OF STORED WORDS  :  7

NUMBER OF  NODES  :  3 :        1        7        2
EDGE REFERENCE        :        0        0        1
VERTEX REFERENCE      :        1        0        1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. MAIL OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : MAIL
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      0

TABLE  M A I 2
--------------

SPACE DIMENSION                           (NDIM) :      2
NUMBER OF UNKNOWNS OF THE VARIATIONAL FORMULATION (NINCFV) :      1
NUMBER OF TYPES OF ELEMENTS             (NTYELM) :      1
NUMBER OF REFERENCES                       (NNR) :      1
NUMBER OF TYPES OF NODES                (NTYNOE) :      1
NUMBER OF TYPES OF POINTS               (NTYPOI) :      1
NUMBER OF WORDS OF TABLE MAI3            (LMAI3) :     36
POINTS ARE ONLY DEFINED BY COORDINATES
NODES AND POINTS ARE IDENTICAL          (NCOPNP) :      1
MAX NUMBER OF WORDS FOR AN ELEMENT      (NMMAEL) :     18
NUMBER OF WORDS OF THE TABLE MAIL        (LMAIL) :    432
STORAGE OPTION                           (NOPFI) :      0

TABLE  M A I 3
--------------

NUMBER OF ELEMENTS                          (NE) :     32
NUMBER OF NODES                            (NOE) :     25
NUMBER OF POINTS                            (NP) :     25
NUMBER OF SUB-DOMAINS                     (NDSD) :      1

*** TABLE OF THE TYPES OF ELEMENTS ***

--------------------------------------------------------------------------------
|  S-D |      NODE       |    SEGMENT      |     TRIANGLE    |    QUADRANGLE   |
--------------------------------------------------------------------------------
|      | STRAIGHT CURVED | STRAIGHT CURVED | STRAIGHT CURVED | STRAIGHT CURVED |
--------------------------------------------------------------------------------
|  1   |        |        |        |        |TRIADKTP|        |        |        |
--------------------------------------------------------------------------------

--------------------------------------------------------------------------------
|  S-D |    TETRAEDRON   |    PENTAEDRON   |    HEXAEDRON    |   SUPER-ELEMENT |
--------------------------------------------------------------------------------
|      | STRAIGHT CURVED | STRAIGHT CURVED | STRAIGHT CURVED | STRAIGHT CURVED |
--------------------------------------------------------------------------------
|  1   |        |        |        |        |        |        |        |        |
--------------------------------------------------------------------------------

TABLES   M A I 5   TO   M A I 8
-------------------------------
DESCRIPTION OF THE TYPES OF NODES

NUMBER OF VARIATIONAL UNKNOWNS OF EACH TYPE OF NODE
-----------------------------------------------------

TYPE  1 :   1

TYPE OF NODE      1 :
--------------------
DISPLAC.  NORMAL. (UNKNOWN  :  1) : VN
DISPLAC.  NORMAL. (UNKNOWN  :  1) : ROTX
DISPLAC.  NORMAL. (UNKNOWN  :  1) : ROTY

TABLES    M A I B  TO   M A I K
-------------------------------
DESCRIPTOR OF THE TYPES OF ELEMENTS

ELEMENT OF TYPE   1   :
-------------------
NAME OF THE ELEMENT          : ELASTRIADKTP
CODE OF THE ELEMENT          : 200050
THE ELEMENT IS A             : TRIANGLE
NUMBER OF NODES              :      3
NUMBER OF POINTS             :      3
NUMBER OF ASSOCIATED TABLES  :      1
-------------------------------------------------------------------------------
| NODE  | TYPE  |    COORDINATES ON THE UNITY ELEMENT                          |
-------------------------------------------------------------------------------
|     1 |     1 |   0.0000000      0.0000000
|     2 |     1 |    1.000000      0.0000000
|     3 |     1 |   0.0000000       1.000000
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
| POINT | TYPE  |    COORDINATES ON THE UNITY ELEMENT                          |
-------------------------------------------------------------------------------
|     1 |     1 |   0.0000000      0.0000000
|     2 |     1 |    1.000000      0.0000000
|     3 |     1 |   0.0000000       1.000000
-------------------------------------------------------------------------------
TABLE        1 ( TYPE ENTIER   ) :   1  MAX VALUE OF INDEX(ES) :     7

TABLE  M A I L
--------------
DESCRIPTOR OF ELEMENTS IF NOPTFI = 0

-------------------------------------------------------------------
| ELEMENT | TYPE | NBER OF WORDS| S-D | TABLES   | NBER OF NODES  |
-------------------------------------------------------------------
|     1   |  1   |     7        |   1 |     1    |     3          |
LIST OF NODES   :     1     6     7
REFERENCE (EDGES VERTICES) :      1     0     0     1     1     0

-------------------------------------------------------------------
|     2   |  1   |     7        |   1 |     1    |     3          |
LIST OF NODES   :     1     7     2
REFERENCE (EDGES VERTICES) :      0     0     1     1     0     1

-------------------------------------------------------------------

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. COOR OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : COOR
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      0

TABLE C O O 2
-------------
TYPE OF THE TABLE COO4               (NTYT) :     2
NUMBER OF ITS INDEX                 (NINDI) :     2
SPACE DIMENSION                      (NDIM) :     2
MAX VALUE OF THE SECOND INDEX          (M2) :    25
SEGMENTATION CODE                   (NCODS) :     1
NUMBER OF BLOCS                     (NBLOC) :     1
TYPE OF THE COORDINATE AXIS        (NTACOO) :     1

TABLE C O O 3
-------------
TABLE OF THE LAST COLUMN NUMBER OF EACH PAGE

----------------------------------------------
PAGE     1 :     25   PAGE

----------------------------------------------

TABLE C O O 4
-------------
-------------------------------------------------------------------------------
| POINT |     X        |     Y       |   | POINT |     X        |     Y       |
-------------------------------------------------------------------------------
|     1 |  0.000000    | -1.00000    |   |     2 |  0.000000    | -.500000    |
|     3 |  0.000000    | 0.000000    |   |     4 |  0.000000    | 0.500000    |
|     5 |  0.000000    |  1.00000    |   |     6 |  0.250000    | -1.00000    |
|     7 |  0.250000    | -.500000    |   |     8 |  0.250000    | 0.000000    |
|     9 |  0.250000    | 0.500000    |   |    10 |  0.250000    |  1.00000    |
--------------------------------------- ---------------------------------------

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. FORC OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : FORC
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      1

TABLE  1 : FOR  OF TYPE REEL2MOT    , IT HAS      6 WORDS
CONTENTS OF THIS TABLE :    SECOND MEMBRE
NAME :   FOR  TYPE :  5 VALUES  :
0.00000000000000000E+00  0.00000000000000000E+00  0.00000000000000000E+00

TABLE  F O R 2
--------------
INFORMATION ( NUMBER OF SETS ) OR NOT ( 0 )

--------------------------------------------------
|            |                 |                 |
|            |   SUB-DOMAINS   |     ELEMENTS    |
|            |                 |                 |
--------------------------------------------------
|  VOLUMES   |          0      |          0      |
|  SURFACES  |          1      |          0      |
|  LINES     |          0      |          0      |
|  POINTS    |          0      |          0      |
--------------------------------------------------

TABLE  F O R 4
--------------
DESCRIPTION OF REFERENCES FOR SURFACES

REFERENCE  ( OR SUB-DOMAIN ) NUMBER :      1
TYPE OF THE ELEMENT ( > 0 : ISOTROPIC, < 0 : ANISOTROPIC ) :      1
USE OF A  TABLE
NAME OF THE TABLE : FOR
ADRESS IN IT :      1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. MILI OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : MILI
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      1

TABLE  1 : MIL  OF TYPE REEL2MOT    , IT HAS      6 WORDS
CONTENTS OF THIS TABLE :     YOUNG_POISSON_EPAISSEUR
NAME :   MIL  TYPE :  5 VALUES  :
0.10000000000000000E+06  0.30000000000000000E+00  0.10000000000000000E-01

TABLE  M I L 2
--------------
INFORMATION ( NUMBER OF SETS ) OR NOT ( 0 )

--------------------------------------------------
|            |                 |                 |
|            |   SUB-DOMAINS   |     ELEMENTS    |
|            |                 |                 |
--------------------------------------------------
|  VOLUMES   |          0      |          0      |
|  SURFACES  |          1      |          0      |
|  LINES     |          0      |          0      |
|  POINTS    |          0      |          0      |
--------------------------------------------------

TABLE  M I L 4
--------------
DESCRIPTION OF REFERENCES FOR SURFACES

REFERENCE  ( OR SUB-DOMAIN ) NUMBER :      1
TYPE OF THE ELEMENT ( > 0 : ISOTROPIC, < 0 : ANISOTROPIC ) :      1
USE OF A  TABLE
NAME OF THE TABLE : MIL
ADRESS IN IT :      1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. TAE  OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : TAE
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      0

TABLE  T A E 2
--------------

NUMBER OF ELEMENTS                                (NE) :    32
NUMBER OF NODES                                  (NOE) :    25
NUMBER OF ARRAYS CORRESPONDING TO EACH ELEMENT (NTACE) :     3
MAX NUMBER OF NODES PER ELEMENT               (NNOMAX) :     3
CONSTANT NUMBER OF D.O.F. PER NODE ( 0 IF NOT )   (ND) :     3
MAXIMUM NUMBER OF D.O.F. PER NODE             (NDLMAX) :     3
NUMBER OF TYPES OF ELEMENTS                   (NTYELM) :     1
SUM OF THE NUMBER OF NODES OF THESE ELEMENT TYPES  (LNOET) :     3

PROBLEM  : 1 THERMAL, 2 ELASTIC, 3 OTHER       (NPROV) :     2
REQUESTED OPTION                              (NOPTNT) :   111

NUMBER OF THE ASSOCIATED ARRAY CONTAINING :
THE MASS MATRIX                           :     0
THE STIFFNESS MATRIX                      :     1
THE FIRST LINEAR COMBINATION              :     0
THE LAST ONE                              :     0
THE RIGHT HAND SIDE(S)                    :     2
THE STRESSES OR THE FLUX                  :     3

TABLE  T A E 3
--------------

NUMBER OF NODES BY TYPE OF ELEMENT        :     3
NUMBER OF D.O.F. AT EACH NODE             :     3     3     3

TABLE  T A E 4
--------------
ASSOCIATED ARRAY NUMBER               ------------  :     1
MAX NUMBER OF WORDS NECESSARY FOR STORAGE  (NMMAST) :    90
TYPE OF THE ARRAY                           (NTYTA) :     5
NUMBER OF INDICES                           (NINDI) :     1
STORAGE OPTION                              (NSTOC) :     1

TABLE  T A E 4
--------------
ASSOCIATED ARRAY NUMBER               ------------  :     2
MAX NUMBER OF WORDS NECESSARY FOR STORAGE  (NMMAST) :    18
TYPE OF THE ARRAY                           (NTYTA) :     5
NUMBER OF INDICES                           (NINDI) :     2
STORAGE OPTION                              (NSTOC) :    -1

TABLE  T A E 4
--------------
ASSOCIATED ARRAY NUMBER               ------------  :     3
MAX NUMBER OF WORDS NECESSARY FOR STORAGE  (NMMAST) :    66
TYPE OF THE ARRAY                           (NTYTA) :     5
NUMBER OF INDICES                           (NINDI) :     1
STORAGE OPTION                              (NSTOC) :    -1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. BDCL OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : BDCL
LEVEL AND STATE NUMBER          :      1     0
NUMBER OF ASSOCIATED TABLES     :      0

TABLE  B D C 2
--------------
TYPE OF CONSTRAINED VALUES                (NTYB) :      5
NUMBER OF CARDS DESCRIBING CONSTRAINTS   (NCART) :     48
NUMBER OF LINEAR RELATIONS BETWEEN CONSTRAINTS  (NCLRL) :      0
STORAGE OPTION                          (NOPTFI) :      0
NUMBER OF WORDS OF TABLE BDC3           (NMMAT3) :    144
NUMBER OF WORDS OF TABLE BDC4           (NMMAT4) :     96
NUMBER OF WORDS OF TABLE BDC5           (NMMAT5) :      0
NUMBER OF WORDS OF TABLE BDC6           (NMMAT6) :      0

TABLE       B D C 3  B D C 4
-----------------------------
CLAMPING TYPE :  1 : NODE :     1 , D.O.F. :  1
AT VALUE    :   0.10000000000000000E+01
CLAMPING TYPE :  1 : NODE :     1 , D.O.F. :  2
AT VALUE    :   0.50000000000000000E+00
CLAMPING TYPE :  1 : NODE :     1 , D.O.F. :  3
AT VALUE    :   0.31400001049041750E+01

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&

PRINT OUT OF D.S. B    OF LEVEL  1

&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
TITLE                           :
DATE AND USER'S NAME            : 19/11/90  dutoit
DATA STRUCTURE TYPE             : B
LEVEL AND STATE NUMBER          :      1     2
NUMBER OF ASSOCIATED TABLES     :      0

TABLE  B 2
----------
TYPE OF THE TABLE                           (NTYT) :      5
NUMBER OF INDICES AND THEIR MAX VALUES    (NIND..) :      2     1    75
OPTION (1: PAGES OF SAME SIZE , 0: IF NOT)  (NCOD) :      1
NUMBER OF PAGES OF THE TABLE B4            (NBLOC) :      1
NUMBER OF NODES                              (NOE) :     25
NUMBER OF TABLES B4 IN THIS D.S.          (NBBLOC) :      1
CONSTANT NUMBER OF D.O.F. AT EACH NODE OR 0   (ND) :      3
NUMBER OF D.O.F. OR LENGHT OF A B4 PAGE     (NTDL) :     75
STORAGE OPTION FOR B4                     (NCODSB) :     -1

TABLE  B 3
----------
POINTER ON THE LAST ROW OF EACH PAGE OF B4

1           0     2          75

TABLE B4(NDSM,NTDL) NUMBER :      1
-----------------------------------

TABLE B4(NDSM,NTDL) PAGINATED IN 1 OR MORE PAGES
------------------------------------------------
PAGE     1
----------
------------------------------------------------------
| NODE   | DOF | GLOBAL DOF|  LOAD CASE(S)           |
------------------------------------------------------
|      1 |   1 |        1  |     1.00000
|   2 |        2  |    0.500000
|   3 |        3  |     3.14000
|      2 |   1 |        4  |     1.25000
|   2 |        5  |    0.500000
|   3 |        6  |     3.14000
|      3 |   1 |        7  |     1.50000
|   2 |        8  |    0.500000
|   3 |        9  |     3.14000
```

## 2.4.6 Post-processing

A plot of the displacements is generated by the preprocessor VIS3XX as follows:

 Call preprocessor: VIS3XX Specify input data structures: T3NOPO T3B

Figure 2.14: The displacements ( VIS3XX)

Next: 3 Batch tests Up: 2 Conversational tests Prev: 2.3 Test 2: 2D Elasticity Problem Contents