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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</PRE><P><P><P><H2><A NAME=SECTION04246000000000000000>2.4.6 Post-processing</A></H2><P><P><P>A plot of the displacements is generated by the preprocessor <b> VIS3XX</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> VIS3XX</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> T3NOPO</b> </TD></TR><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> </TD><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> <b> T3B</b> </TD></TR></TABLE><P><P><A NAME=2498> </A><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img213.gif"><BR><STRONG>Figure 2.14:</STRONG> <i> The displacements (<b> VIS3XX</b>)</i><A NAME=fig10> </A><BR><P><P><P><P><HR SIZE=3 WIDTH="75%"><IMG SRC="../icons/smallmod.gif" WIDTH=211 HEIGHT=50 ALIGN=BOTTOM ALT="Modulef"><A NAME=tex2html436 HREF="node19.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/previous_motif.gif" ALT="previous"></A><A NAME=tex2html440 HREF="node16.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/up_motif.gif" ALT="up"></A><A NAME=tex2html442 HREF="node21.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/next_motif.gif" ALT="next"></A><A NAME=tex2html444 HREF="node2.html"><IMG BORDER=0 ALIGN=BOTTOM SRC="../icons/contents_motif.gif" ALT="contents"></A><A HREF="../Guide1-18/node20.html"><IMG BORDER=0 SRC="../icons/zoom18.gif" ALIGN=BOTTOM ALT="[BIG]"></A><A HREF="../Guide1-14/node20.html"><IMG BORDER=0 SRC="../icons/zoom14.gif" ALIGN=BOTTOM ALT="[Normal]"></A><A HREF="../Guide1-10/node20.html"><IMG BORDER=0 SRC="../icons/zoom10.gif" ALIGN=BOTTOM ALT="[small]"></A><BR><B> Next: </B> <A NAME=tex2html443 HREF="node21.html">3 Batch tests</A><B>Up: </B> <A NAME=tex2html441 HREF="node16.html">2 Conversational tests</A><B> Prev: </B> <A NAME=tex2html437 HREF="node19.html">2.3 Test 2: 2D Elasticity Problem </A><B><A HREF="node2.html" >Contents</A></B><BR> <HR><P><ADDRESS></ADDRESS></BODY></HTML>
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