160 lines
4.7 KiB
Text
160 lines
4.7 KiB
Text
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#######################################################################
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# #
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# | | ==== === ==== ==== | | | | #
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# | | | | | | / | | | | #
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# |====| |=== === |=== / |====| ------- ------- #
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# | | | | \ | / | | | | #
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# | | ==== | \ ==== ==== | | | | #
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# #
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#######################################################################
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# Copyright (c) 1997-2018 Gerard Rio, gerard.rio@univ-ubs.fr #
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# All rights reserved. http://http://kleger.univ-ubs.fr/Herezh/ #
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# Certification IDDN.FR.010.0106078.000.R.P.2006.035.20600 #
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# #
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#######################################################################
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# (version avec le plus de verifications pendant le calcul et les I/O )
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version 6.842
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#######################################################################
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# fichier de commande #
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# --- test élémentaire pour sortir les composantes du tenseur des contraintes et def ----
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# vérification de certaines méthodes de changements de base interne
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#----------------------------------------------------
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# definition de la dimension de l'espace de travail |
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#----------------------------------------------------
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dimension 3
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#---------------------------------------------------------------
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# definition facultative du niveau d'impression (entre 0 et 10)|
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#---------------------------------------------------------------
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niveau_commentaire 3#10#3
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#-------------------------------
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# definition du type de calcul |
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#-------------------------------
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TYPE_DE_CALCUL
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non_dynamique #avec plus visualisation
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#--------------------------------------
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#| definition du (ou des) maillage(s) |
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#--------------------------------------
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# un maillage 3D
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< cube.her
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# un maillage 2D
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< plaque.her
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def_mouvement_solide_initiaux_
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mouvement_solide_ # def de mouvements solides
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translation_= 0. 0. 35
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fin_mouvement_solide_
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# un maillage 1D
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< barre.her
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def_mouvement_solide_initiaux_
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mouvement_solide_ # def de mouvements solides
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translation_= 0. 0. 40
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fin_mouvement_solide_
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#======================================
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#| definition des lois de comportement|
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#--------------------------------------
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choix_materiaux ----------
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#----------------------------------------
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# Elements | Nom Materiau |
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#----------------------------------------
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nom_mail= cube E_tout acier
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nom_mail= plaque E_tout acier2D
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nom_mail= barre E_tout acier1D
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materiaux #----------
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#------------------------------------------
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# Nom Materiau | Type loi |
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#------------------------------------------
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acier ISOELAS
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200000 0.3
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acier2D ISOELAS2D_C
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200000 0.3
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acier1D ISOELAS1D
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200000 0.3
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#--------------------------------------- fin def des lois de comportement ------------------------
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# --- divers stockages (1) -------
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masse_volumique #--------#
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nom_mail= cube E_tout 1
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nom_mail= plaque E_tout 1
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nom_mail= barre E_tout 1
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epaisseurs #--------#
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nom_mail= plaque E_tout 1
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sections #--------#
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nom_mail= barre E_tout 1
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charges #------------#
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blocages #------------#
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#-----------------------------------------------------------
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# nom du maillage | Ref noeud | Bloquages
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#-----------------------------------------------------------
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nom_mail= cube N_tout UX UY UZ
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nom_mail= plaque N_tout UX UY UZ
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nom_mail= barre N_tout UX UY UZ
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nom_mail= cube N_gauche 'UX= 5'
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nom_mail= plaque N_E 'UX= 5'
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nom_mail= barre N_fi 'UX= 5'
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controle ------------
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#---------------------------
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# PARAMETRE | VALEUR |
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#---------------------------
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TEMPSFIN 1.#2.#3.
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#DELTAt 0.1
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#DELTAtMAXI 0.1
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#DELTAtMINI 0.1
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SAUVEGARDE 1#INTER_TEMPS 0.1
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ITERATIONS 15
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PRECISION 1e-3
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NORME min(Res,Res/Reaction)
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MAXINCRE 3#400.
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para_affichage #------------
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#---------------------------
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# PARAMETRE | VALEUR |
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#---------------------------
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FREQUENCE_AFFICHAGE_ITERATION 1#20
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FREQUENCE_AFFICHAGE_INCREMENT 1#000
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FREQUENCE_SORTIE_FIL_DU_CALCUL 1#000
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# ------------------------------------------------------------------------------------
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resultats pas_de_sortie_finale_
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COPIE 0
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#
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_fin_point_info_
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