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TITLE : BENCHMARK MODULEF NUMBER 5 :PLANE DEFORMATION-STRESS DATE AND USER'S NAME : 29/10/90 dutoit DATA STRUCTURE TYPE : NOPO LEVEL AND STATE NUMBER : 0 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 ) : 144 NUMBER OF TRIANGLES (NTRI ) : 144 NUMBER OF BOUNDARY ELEMENTS (NEF ) : 88 NUMBER OF NODES (NOE ) : 333 NUMBER OF NODES BY SEGMENT (NO EXTREMITIES) : 1 NUMBER OF POINTS (NP ) : 95 TYPE OF COORDINATE VALUES (NTYCOO) : REEL1MOT MAX DIFFERENCE +1 BETWEEN 2 NODES OF AN ELEMENT : 26 NUMBER OF COARSE ELEMENTS (NBEGM ) : 0 NUMBER OF WORDS FOR TABLE NOP5 (LNOP5 ) : 2468 REFERENCE AXIS X,Y,Z (NTACOO) : 1 TABLE N O P 4 ---------------- COORDINATES OF POINTS ------------------------------------------------------------------------------- | POINT | X | Y | | POINT | X | Y | ------------------------------------------------------------------------------- | 1 | 8.88888 | 0.000000 | | 2 | 10.0000 | 0.000000 | | 3 | 8.88888 | 1.00000 | | 4 | 10.0000 | 1.00000 | | 5 | 8.88888 | 2.00000 | | 6 | 10.0000 | 2.00000 | | 7 | 4.44440 | 0.000000 | | 8 | 6.66662 | 0.000000 | | 9 | 4.44440 | 2.00000 | | 10 | 6.66662 | 2.00000 | --------------------------------------- --------------------------------------- TABLE N O P 5 ---------------- DESCRIPTION OF ELEMENTS | ELEMENT : 1 | TRIANGLE | S-D : 1 | NUMBER OF STORED WORDS : 0 NUMBER OF NODES : 6 : 152 176 154 163 164 153 NUMBER OF POINTS : 3 : 1 2 3 | ELEMENT : 2 | TRIANGLE | S-D : 1 | NUMBER OF STORED WORDS : 0 NUMBER OF NODES : 6 : 176 178 154 177 166 164 NUMBER OF POINTS : 3 : 2 4 3 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& PRINT OUT OF D.S. MAIL OF LEVEL 1 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& TITLE : DATE AND USER'S NAME : 13/09/90 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) : 2 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 THEIR COORDINATES NODES AND POINTS DO NOT COINCIDE (NCOPNP) : 0 MAX NUMBER OF WORDS FOR AN ELEMENT (NMMAEL) : 25 NUMBER OF WORDS OF THE TABLE MAIL (LMAIL) : 2756 STORAGE OPTION (NOPFI) : 0 TABLE M A I 3 -------------- NUMBER OF ELEMENTS (NE) : 144 NUMBER OF NODES (NOE) : 333 NUMBER OF POINTS (NP) : 95 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 | TETRAHEDRON | PENTAHEDRON | HEXAHEDRON | SUPER-ELEMENT | --------------------------------------------------------------------------------| | STRAIGHT CURVED | STRAIGHT CURVED | STRAIGHT CURVED | STRAIGHT CURVED |--------------------------------------------------------------------------------| 1 | | | | | | | | |-------------------------------------------------------------------------------- TABLES M A I 5 TO M A I 8 ------------------------------- DESCRIPTION OF NODE TYPES NUMBER OF VARIATIONAL UNKNOWNS FOR EACH NODE TYPE ----------------------------------------------------- TYPE 1 : 2 NODE TYPE 1 : -------------------- DEPLACEMENT EN X (UNKNOWN : 1) : VN DEPLACEMENT EN Y (UNKNOWN : 2) : VN TABLES M A I B TO M A I K ------------------------------- DESCRIPTION OF ELEMENT TYPES ELEMENT TYPE 1 : ------------------- ELEMENT NAME : ELASTRIA2P2D ELEMENT CODE : 200002 THE ELEMENT IS A : TRIANGLE NUMBER OF NODES : 6 NUMBER OF POINTS : 3 NUMBER OF ASSOCIATED TABLES : 1 ------------------------------------------------------------------------------- | NODE | TYPE | COORDINATES ON THE UNIT ELEMENT | ------------------------------------------------------------------------------- | 1 | 1 | 0.0000000 0.0000000 | 2 | 1 | 1.000000 0.0000000 | 3 | 1 | 0.0000000 1.000000 | 4 | 1 | 0.5000000 0.0000000 | 5 | 1 | 0.5000000 0.5000000 | 6 | 1 | 0.0000000 0.5000000 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- | POINT | TYPE | COORDINATES ON THE UNIT 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 -------------- DESCRIPTION OF ELEMENTS IF NOPTFI = 0-------------------------------------------------------------------| ELEMENT | TYPE | NBER OF WORDS| S-D | TABLES | NBER OF NODES | -------------------------------------------------------------------| 1 | 1 | 0 | 1 | 0 | 6 | NODE NUMBERS : 152 176 154 163 164 153 NUMBER OF POINTS 3 : 1 2 3-------------------------------------------------------------------| 2 | 1 | 0 | 1 | 0 | 6 | NODE NUMBERS : 176 178 154 177 166 164 NUMBER OF POINTS 3 : 2 4 3-------------------------------------------------------------------| 3 | 1 | 4 | 1 | 1 | 6 | NODE NUMBERS : 154 178 158 166 167 157 NUMBER OF POINTS 3 : 3 4 5 REFERENCE (VERTICES) : 0 0 2------------------------------------------------------------------- &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& PRINT OUT OF D.S. COOR OF LEVEL 1 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& TITLE : DATE AND USER'S NAME : 13/09/90 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) : 95 SEGMENTATION CODE (NCODS) : 1 NUMBER OF BLOCKS (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 : 95 PAGE ---------------------------------------------- TABLE C O O 4 ------------- ------------------------------------------------------------------------------- | POINT | X | Y | | POINT | X | Y | ------------------------------------------------------------------------------- | 1 | 8.88888 | 0.000000 | | 2 | 10.0000 | 0.000000 | | 3 | 8.88888 | 1.00000 | | 4 | 10.0000 | 1.00000 | | 5 | 8.88888 | 2.00000 | | 6 | 10.0000 | 2.00000 | | 7 | 4.44440 | 0.000000 | | 8 | 6.66662 | 0.000000 | | 9 | 4.44440 | 2.00000 | | 10 | 6.66662 | 2.00000 | --------------------------------------- --------------------------------------- &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& PRINT OUT OF D.S. TAE OF LEVEL 1 &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& TITLE : DATE AND USER'S NAME : 13/09/90 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) : 144 NUMBER OF NODES (NOE) : 333 NUMBER OF ARRAYS CORRESPONDING TO EACH ELEMENT (NTACE) : 3 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) : 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 : 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) : 156 TYPE OF THE ARRAY (NTYTA) : 5 NUMBER OF INDICES (NINDI) : 1 STORAGE OPTION (NSTOC) : 1⌨️ 快捷键说明
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