$$$$ MEC3 NOTICE CHAT 11/09/12 21:17:13 7124 DATE 11/09/12 Voir aussi : *--------------------------------------------------------------------* * * * Simple example of mechanico-elastic calculation * * applied to the new structures MMODEL and MCHAML * * * *--------------------------------------------------------------------* * Option definitions * OPTI DIME 3 ELEM CU20 MODEL TRIDIM ; DENS 10 ; * * Mesh of a 5-element bar CU20 * P1 = 0 0 0 ; P2 = 10 0 0 ; LI= P1 D 1 P2 ; SUB=LI TRAN (0 10 0) ; TOTAL = SUB VOLU TRAN (0 0 50) COUL JAUN ; SUH = TOTAL FACE 2 ; LIH = SUH COTE 2 ; TRAC TOTAL CACH (1000 -2000 1000) QUAL ; * * Formulation, material defined by means of * MODL1 = MODL TOTAL MECANIQUE ELASTIQUE CU20 ; CARM = MATR MODL1 'YOUN' 2.E11 'NU' 0.3 'RHO' 7800. 'ALPH' 12.E-6 ; * * Blockage conditions * ENC1 = BLOQ UZ SUB ; ENC2 = BLOQ UY LI ; ENC3 = BLOQ UX P1 ; * * Blockage for imposed displacements * ENC4 = BLOQ UZ SUH ; ENC = ENC1 ET ENC2 ET ENC3 ; * * Total stiffness * RIG = (RIGI MODL1 CARM) ET ENC ET ENC4 ; * * Value of imposed displacements * FEXT = DEPI ENC4 1E-9 ; * * Punctual and total force * FNOD = FORCE LIH (0 1000 0) ; FTOT = FEXT ET FNOD ; * * Resolution for getting the displacements * DEP = RESOU RIG FTOT ; * * Force vector and reaction * VEF = VECTEUR FTOT 0.03 FX FY FZ ROUG ; REA = REAC (ENC4 ET ENC) DEP ; VER = VECTEUR REA 0.01 FX FY FZ BLEU ; * * Stresses and Von Mises * SSI = SIGMA MODL1 DEP CARM ; VM = VMIS MODL1 SSI ; * * Deformed shape and plot * DEF = DEFO TOTAL DEP 50 (VEF ET VER) VERT ; TRAC DEF MODL1 VM (1000 -2000 1000) ; FIN ;
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