node23.html

htmdoc for html coding

 TABLE  T A E 4
 --------------
 ASSOCIATED ARRAY NUMBER               ------------  :     2
 MAX NUMBER OF WORDS NECESSARY FOR STORAGE  (NMMAST) :    24
 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) :    84
 TYPE OF THE ARRAY                           (NTYTA) :     5
 NUMBER OF INDICES                           (NINDI) :     1
 STORAGE OPTION                              (NSTOC) :    -1

 ------------------------------------------------------------------------------
 ELEMENT :      1 TYPE :      1 NUMBER OF NODES  :      6
 THEIR NUMBERS   :   152   176   154   163   164   153

 ELEMENT :      1  , ASSOCIATED ARRAY NUMBER :     1


    1   0.381110E+05    2   0.200000E+05    3   0.423335E+05    4   0.899993E+04 
    7   0.333333E+04    8   0.299998E+04    9   0.000000E+00   10   0.899993E+04 
   13   0.000000E+00   14  -0.333333E+04   15   0.111112E+05   16   0.333333E+04 
   19   0.000000E+00   20   0.000000E+00   21   0.333336E+05   22  -0.359997E+05 
   25  -0.133333E+05   26   0.000000E+00   27   0.000000E+00   28   0.101629E+06 
   31  -0.133333E+05   32  -0.119999E+05   33   0.000000E+00   34   0.000000E+00 
   37   0.000000E+00   38   0.000000E+00   39   0.000000E+00   40   0.133333E+05 
   43  -0.296299E+05   44  -0.266667E+05   45   0.101629E+06   46   0.000000E+00 
   49   0.000000E+00   50   0.133333E+05   51   0.000000E+00   52  -0.266667E+05 
   55   0.112889E+06   56  -0.148149E+05   57  -0.133333E+05   58   0.000000E+00 
   61  -0.133333E+05   62   0.000000E+00   63   0.266667E+05   64  -0.719994E+05 
   67  -0.133333E+05   68  -0.444448E+05   69   0.000000E+00   70   0.000000E+00 
   73   0.266667E+05   74   0.000000E+00   75  -0.266667E+05   76  -0.239998E+05 

 ELEMENT :      1  , ASSOCIATED ARRAY NUMBER :     2


    1   0.000000E+00    2   0.000000E+00    3   0.000000E+00    4   0.000000E+00 
    7   0.000000E+00    8   0.000000E+00    9   0.000000E+00   10   0.000000E+00 



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

     PRINT OUT OF D.S. BDCL OF LEVEL  1

 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
 TITLE                           :                                                                                 
 DATE AND USER'S NAME            : 13/09/90  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) :     18
 NUMBER OF LINEAR RELATIONS BETWEEN CONSTRAINTS  (NCLRL) :      0
 STORAGE OPTION                          (NOPTFI) :      0
 NUMBER OF WORDS OF TABLE BDC3           (NMMAT3) :     54
 NUMBER OF WORDS OF TABLE BDC4           (NMMAT4) :     36
 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    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     1 , D.O.F. :  2
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     2 , D.O.F. :  1
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     2 , D.O.F. :  2
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     5 , D.O.F. :  1
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     5 , D.O.F. :  2
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     6 , D.O.F. :  1
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     6 , D.O.F. :  2
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     8 , D.O.F. :  1
         AT VALUE    :   0.00000000000000000E+00
   CLAMPING TYPE :  1 : NODE :     8 , D.O.F. :  2
         AT VALUE    :   0.00000000000000000E+00



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

     PRINT OUT OF D.S. B    OF LEVEL  1

 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
 TITLE                           :                                                                                 
 DATE AND USER'S NAME            : 13/09/90  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   666
 OPTION (1: PAGES OF SAME SIZE , 0: IF NOT)  (NCOD) :      1
 NUMBER OF PAGES OF THE TABLE B4            (NBLOC) :      1
 NUMBER OF NODES                              (NOE) :    333
 NUMBER OF TABLES B4 IN THIS D.S.          (NBBLOC) :      1
 CONSTANT NUMBER OF D.O.F. AT EACH NODE OR 0   (ND) :      2
 NUMBER OF D.O.F. OR LENGHT OF A B4 PAGE     (NTDL) :    666
 STORAGE OPTION FOR B4                     (NCODSB) :     -1

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


     1           0     2         666

 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  |    0.000000    
          |   2 |        2  |    0.000000    
 |      2 |   1 |        3  |    0.000000    
          |   2 |        4  |    0.000000    
 |      3 |   1 |        5  |   -0.161109E-18
          |   2 |        6  |   -0.347244E-05
 |      4 |   1 |        7  |    0.649441E-05
          |   2 |        8  |   -0.399245E-05
 |      5 |   1 |        9  |    0.000000    
          |   2 |       10  |    0.000000    


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

     PRINT OUT OF D.S. TAE  OF LEVEL  2

 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
 TITLE                           :                                                                                 
 DATE AND USER'S NAME            : 13/09/90  dutoit                  
 DATA STRUCTURE TYPE             : TAE       
 LEVEL AND STATE NUMBER          :      2     -1
 NUMBER OF ASSOCIATED TABLES     :      0


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

 NUMBER OF ELEMENTS                                (NE) :   144
 NUMBER OF NODES                                  (NOE) :   333
 NUMBER OF ARRAYS CORRESPONDING TO EACH ELEMENT (NTACE) :     1
 MAX NUMBER OF NODES PER ELEMENT               (NNOMAX) :     6
 CONSTANT NUMBER OF D.O.F. PER NODE ( 0 IF NOT )   (ND) :     2
 MAXIMUM NUMBER OF D.O.F. PER NODE             (NDLMAX) :     2
 NUMBER OF TYPES OF ELEMENTS                   (NTYELM) :     1
 SUM OF THE NUMBER OF NODES OF THESE ELEMENT TYPES  (LNOET) :     6

 PROBLEM  : 1 THERMAL, 2 ELASTIC, 3 OTHER       (NPROV) :     2
 REQUESTED OPTION                              (NOPTNT) :     0


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


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

 NUMBER OF NODES BY TYPE OF ELEMENT        :     6
 NUMBER OF D.O.F. AT EACH NODE             :     2     2     2     2     2     2

 TABLE  T A E 4
 --------------
 ASSOCIATED ARRAY NUMBER               ------------  :     1
 MAX NUMBER OF WORDS NECESSARY FOR STORAGE  (NMMAST) :    84
 TYPE OF THE ARRAY                           (NTYTA) :     5
 NUMBER OF INDICES                           (NINDI) :     1
 STORAGE OPTION                              (NSTOC) :    -1

 ------------------------------------------------------------------------------
 ELEMENT :      1 NDSD :      1

 ELEMENT :      1  , ASSOCIATED ARRAY NUMBER :     1

   -1   10   12    2    2    1    5    1    3    0

    1    9.25925        2   0.333333    

    1   0.270955E+00    2  -0.689490E-03    3  -0.142846E+00

 ------------------------------------------------------------------------------
</PRE>
<P>
<P>
<P>
<H2><A NAME=SECTION04326000000000000000>3.2.6 Post-processing</A></H2>
<P>
<P>
<P>
A plot of the deformation is generated by the preprocessor <b> TRNOXX</b> as follows:
<P>
<TABLE COLS=2 RULES=GROUPS>
<COL ALIGN=LEFT><COL ALIGN=LEFT>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP>
Call preprocessor:              </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> TRNOXX</b>  </TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> 
</TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP></TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> 
Specify input data structures:  </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> T5NOPO</b> </TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP>  
                                </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> T5B</b> </TD></TR>
</TABLE>
<P>
<P><A NAME=3030>&#160;</A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img231.gif">
<BR><STRONG>Figure 3.6:</STRONG> <i> The deformation (<b> TRNOXX</b>)</i><A NAME=fig16>&#160;</A><BR>
<P>
<P>
The plots of the principal stresses, and stresses according to Tresca's criterion [<A HREF="node65.html#mod_96"><A NAME=tex2html41 HREF="../Guide6/welcome.html">MODULEF User Guide - 6</A></A>], are
 generated by the preprocessor <b> TRSTXX</b> as follows:
<P>
<TABLE COLS=2 RULES=GROUPS>
<COL ALIGN=LEFT><COL ALIGN=LEFT>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP>
Call preprocessor:              </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> TRSTXX</b> </TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> 
</TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP></TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> 
Specify input data structures:  </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> T5MAIL</b> </TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP>  
                                </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> T5COOR</b> </TD></TR>
<TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> 
                                </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> T5TAES</b> </TD></TR>
</TABLE>
<P>
<P><A NAME=3040>&#160;</A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img232.gif">
<BR><STRONG>Figure 3.7:</STRONG> <i> Principal stresses (<b> TRSTXX</b>)</i><A NAME=fig17>&#160;</A><BR>
<P>
<P>
<P><A NAME=3050>&#160;</A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img233.gif">
<BR><STRONG>Figure 3.8:</STRONG> <i> Stresses according to Tresca's criterion (<b> TRSTXX</b>)</i><A NAME=fig18>&#160;</A><BR>
<P>
<P>
<P>
<P>
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<B> Next: </B> <A NAME=tex2html477 HREF="node24.html">3.3 Test 6: Fluid Mechanics Problem</A>
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