Télécharger test_cisailnl.dgibi
* fichier : test_cisailnl.dgibi ************************************************************************ ************************************************************************ ******************************** * * Cas test modele global cisail_nl * * D. COMBESCURE - EMSI 1999 * ******************************** * p0 = 0. 0.; p1 = 0. 1.; bar1 = p0 d 1 p1; * Long = 0.25; Larg = 0.25; * younbar = 30000.; * nubar = 0.; Gbar = younbar/(2.*(1+nubar)); * Sbar = Larg*Long; Ibar = (1./12.)*(Long**3)*Larg; * * Courbe contrainte de cisaillement - déformation * Fmax = Sbar*2.1; (10.*Fmax/(Gbar*Sbar)); * DMAXN = DMAXP; DELAN = DELAP; Efiss = (1. - DMAXP)*Gbar; * j0 = 2; j0=j0+1; fin lab1; * matbar1 = mate modbar1 YOUN younbar NU nubar SECT Sbar INRZ Ibar DELP delap DMAP dmaxp DELN delan DMAN dmaxn BETA 0.2 ALFA 0.5 TETA 1. MONP monop MONN monon SECY Sbar RHO 0.; * * TAB1 = TABLE; TAB1 . 'MOVA' = 'RIEN'; TAB1 . 'TEMPS_CALCULES' = ProCalc ; *TAB1 . 'CONVERGENCE_FORCEE ' = 'FAUX'; TAB1 .'MAXITERATION' = 50; *TAB1.'PRECISION' = 1.D-5; TAB1 .'CHARGEMENT' = Charhori; TAB1 .'DYNAMIQUE' = faux; TAB1 .'MODELE' = modbar1; TAB1 .'CARACTERISTIQUES'= matbar1; TAB1 .'BLOCAGES_MECANIQUES' = BL0 ET BL1 ET BL2; * PASAPAS TAB1; * * DEPT = TAB1.DEPLACEMENTS; TIME = INDEX DEPT; * * REPETER BOU1 (DIMT - 1); DEP1 = DEPT.(TIME.(&BOU1 + 1)); FIN BOU1; * * * xlim0 = 1.D-7; SINON; FINSI; * FIN; *
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