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<P><P><P>The table below only represents the maximum values.<P><P><P><TABLE COLS=3 BORDER FRAME=BOX RULES=GROUPS><COLGROUP><COL ALIGN=LEFT><COLGROUP><COL ALIGN=CENTER><COLGROUP><COL ALIGN=CENTER><TBODY><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP>Step </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> Dimension of </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> Execution time </TD></TR><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> the super array </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> (DPS8 Multics) </TD></TR></TBODY><TBODY><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP>Mesh </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 6 000 </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 9.5 </TD></TR><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> Interpolation </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 3 000 </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 4.9 </TD></TR><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> Element matrices </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 4 000 </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 5.0 </TD></TR><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> Boundary conditions </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 2 000 </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 3.8 </TD></TR><TR><TD VALIGN=BASELINE ALIGN=LEFT NOWRAP> Solution </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 3 000 </TD><TD VALIGN=BASELINE ALIGN=CENTER NOWRAP> 6.4 </TD></TR></TBODY></TABLE><P><P><P><H2><A NAME=SECTION04225000000000000000>2.2.5 Results</A></H2><P><P><P>The complete output of the D.S. <b> B</b>, containing the value the temperature at different nodes in the mesh, is found in <b> S1B.D</b> in library <b> TESD</b>.<P>The temperature calculated at point <b>E</b> (node 70) equals: <DIV ALIGN=center><IMG BORDER=0 ALIGN=BOTTOM ALT="" SRC="img171.gif"></DIV><P>The relative error is given by: <DIV ALIGN=center><IMG BORDER=0 ALIGN=MIDDLE ALT="" SRC="img172.gif"></DIV><P>The remainder of this section contains a partial printout of the output data structures (O.D.S.)resulting from the different steps. These data structures can be viewed by calling preprocessor <b> IMAGXX</b> andspecifying the names of the files containing the desired data structures, asfollows:<P><P><P><PRE>B$ imagxx ****************** EXECUTING IM'D.S.' ****************** -- NAME OF THE FILE STORING THE D.S. ? T1NOPO -- DIRECT ACCESS FILE (YES-NO) ? N -- PRINT PARAMETER ? 5 -- SCREEN OUTPUT (YES-NO) ? Y</PRE><P><P><P>The output corresponding to the data structures generated in steps 1 to 5 of test 1 are given below:<P><P><P><PRE> &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& PRINT OUT OF D.S. NOPO OF LEVEL 5 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& TITLE : BENCHMARK MODULEF NUMBER 1 :THERMAL PROBLEM DATE AND USER'S NAME : 16/11/90 dutoit DATA STRUCTURE TYPE : NOPO LEVEL AND STATE NUMBER : 3 0 NUMBER OF ASSOCIATED TABLES : 0 TABLE N O P 2 -------------- CHARACTERISTICS OF THE MESH : SPACE DIMENSION (NDIM ) : 2 MAXIMUM NUMBER OF REFERENCES (NDSR ) : 3 MAXIMUM NUMBER OF SUB-DOMAINS (NDSD ) : 1 NODES AND POINTS DO NOT COINCIDE (NCOPNP) : 0 NUMBER OF ELEMENTS (NE ) : 30 NUMBER OF TRIANGLES (NTRI ) : 30 NUMBER OF BOUNDARY ELEMENTS (NEF ) : 24 NUMBER OF NODES (NOE ) : 77 NUMBER OF NODES BY SEGMENT (NO EXTREMITIES) : 1 NUMBER OF POINTS (NP ) : 24 TYPE OF COORDINATE VALUES (NTYCOO) : REEL1MOT MAX DIFFERENCE +1 BETWEEN 2 NODES OF AN ELEMENT : 17 NUMBER OF COARSE ELEMENTS (NBEGM ) : 0 NUMBER OF WORDS FOR TABLE NOP5 (LNOP5 ) : 558 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 | 0.800000 | | 3 | 0.000000 | 0.600000 | | 4 | 0.000000 | 0.400000 | | 5 | 0.000000 | 0.200000 | | 6 | 0.000000 | 0.000000 | | 7 | 0.200000 | 1.00000 | | 8 | 0.200000 | 0.800000 | | 9 | 0.200000 | 0.600000 | | 10 | 0.200000 | 0.400000 | | 11 | 0.200000 | 0.200000 | | 12 | 0.200000 | 0.000000 | | 13 | 0.400000 | 1.00000 | | 14 | 0.400000 | 0.800000 | | 15 | 0.400000 | 0.600000 | | 16 | 0.400000 | 0.400000 | | 17 | 0.400000 | 0.200000 | | 18 | 0.400000 | 0.000000 | | 19 | 0.600000 | 1.00000 | | 20 | 0.600000 | 0.800000 | | 21 | 0.600000 | 0.600000 | | 22 | 0.600000 | 0.400000 | | 23 | 0.600000 | 0.200000 | | 24 | 0.600000 | 0.000000 | --------------------------------------- --------------------------------------- TABLE N O P 5 ---------------- DESCRIPTION OF ELEMENTS | ELEMENT : 1 | TRIANGLE | S-D : 1 | NUMBER OF STORED WORDS : 7 NUMBER OF NODES : 6 : 1 5 6 2 4 3 NUMBER OF POINTS : 3 : 1 2 7 EDGE REFERENCE : 3 0 2 VERTEX REFERENCE : 2 3 2 | ELEMENT : 2 | TRIANGLE | S-D : 1 | NUMBER OF STORED WORDS : 4 NUMBER OF NODES : 6 : 6 5 11 4 7 8 NUMBER OF POINTS : 3 : 7 2 8 VERTEX REFERENCE : 2 3 0 | ELEMENT : 3 | TRIANGLE | S-D : 1 | NUMBER OF STORED WORDS : 7 NUMBER OF NODES : 6 : 5 13 11 9 12 7 NUMBER OF POINTS : 3 : 2 3 8 EDGE REFERENCE : 3 0 0 VERTEX REFERENCE : 3 3 0 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& PRINT OUT OF D.S. MAIL OF LEVEL 1 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& TITLE : DATE AND USER'S NAME : 16/11/90 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) : 3 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 NOT IDENTICAL (NCOPNP) : 0 MAX NUMBER OF WORDS FOR AN ELEMENT (NMMAEL) : 25 NUMBER OF WORDS OF THE TABLE MAIL (LMAIL) : 618 STORAGE OPTION (NOPFI) : 0 TABLE M A I 3 -------------- NUMBER OF ELEMENTS (NE) : 30 NUMBER OF NODES (NOE) : 77 NUMBER OF POINTS (NP) : 24 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 | | | | |TRIA2P2D| | | |----------------------------------------------------------------------------------------------------------------------------------------------------------------| 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 ------------------------------- DESCRIPTOR OF THE TYPES OF NODES NUMBER OF VARIATIONAL UNKNOWNS OF EACH TYPE OF NODE ----------------------------------------------------- TYPE 1 : 1 TYPE OF NODE 1 : -------------------- TEMPERATURE (UNKNOWN : 1) : VN TABLES M A I B TO M A I K ------------------------------- DESCRIPTOR OF THE TYPES OF ELEMENTS ELEMENT OF TYPE 1 : ------------------- NAME OF THE ELEMENT : THERTRIA2P2D CODE OF THE ELEMENT : 100002 THE ELEMENT IS A : TRIANGLE NUMBER OF NODES : 6 NUMBER OF POINTS : 3 NUMBER OF ASSOCIATED TABLES : 1 -------------------------------------------------------------------------------⌨️ 快捷键说明
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