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mise a jour de tous les tests: suppression de tous les erreurs. Tous les tests fonctionnent avec la version 6.831: enfin et ouf cvs update -dPcvs update -dP

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rio 2018-03-15 16:07:14 +00:00
parent b38a4ae1e6
commit 90b4fce96b
15 changed files with 254 additions and 65 deletions
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7
Batterie/FONCTION_UNIQUE/CONTACT/Test_R_contact_axi_non_dynamique/README
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@ -2,6 +2,7 @@
Auteur
------------------------------------------------------
Julien Troufflard (troufflard@univ-ubs.fr)
Gérard Rio (gerard.rio@univ-ubs.fr)
------------------------------------------------------
Mots-cles
@ -9,6 +10,7 @@ Mots-cles
axisymetrique
contact
ISOELAS
HYPO_ELAS3D
comparaison Abaqus
------------------------------------------------------
@ -36,6 +38,8 @@ simulation de la compression confinee d un joint dans une chemise
- precision de calcul egale a celle par defaut dans Abaqus :
=> PRECISION 5e-3
- pour une comparaison avec Abaqus : voir rubrique "resultats Abaqus"
NB: Dans le cas d'Abaqus, il s'agit d'élément à 8 noeuds donc d'une interpolation quadratique incomplète.
-------------------------------------------------------------
Grandeurs de comparaison
@ -76,3 +80,6 @@ joint :
chemise :
noeud 801 (equivalent du noeud HZ++ 75) : X1= 22.98790932 X2= 15.74831772
point 4 element 171 (equivalent du point 8 element 16 HZ++) : contrainte_mises= 160.24816895
GR: de manière à approcher au mieux la simulation dans Abaqus, au final une loi hypo-élastique est utilisée d'où par intégration on retrouve une approximation d'une loi élastique avec une mesure logarithmique cumulée.
NB: Lorsque le pas de temps est limité à 0.02s la différence avec Abaqus se réduit ce qui montre l'importance de la mesure de déformation, même pour des déformations faibles.

36
Batterie/FONCTION_UNIQUE/CONTACT/Test_R_contact_axi_non_dynamique/contact_axi_non_dynamique.info
View file

@ -33,18 +33,30 @@ courbe_traction COURBEPOLYLINEAIRE_1_D
choix_materiaux ----------
nom_mail= Bague14_QC E_tout acier_mou
nom_mail= Bague14_QC E_tout acier_mou_hypo
nom_mail= chem_fine_QC E_tout acier
nom_mail= chem_fine_QC E_tout acier_hypo
materiaux ----------------------------------------------
acier ISOELAS
210000 0.3
#-------- debut cas d’une loi hypo-elastique --------
acier_hypo HYPO_ELAS3D
Kc= 525000 mu= 1.6154e+05 type_derivee -1
fin_loi_HYPO_ELAS3D
acier_mou ISOELAS
2100 0.3
#-------- debut cas d’une loi hypo-elastique --------
acier_mou_hypo HYPO_ELAS3D
Kc= 5250 mu= 1.6154e+03 type_derivee -1
fin_loi_HYPO_ELAS3D
masse_volumique ----------------------------
nom_mail= Bague14_QC E_tout 1
@ -68,11 +80,11 @@ nom_mail= chem_fine_QC N_tout UZ
controle ---------------------------------------
DELTAtMAXI 0.1
#DELTAtMAXI 0.02
TEMPSFIN 1
DELTAt 0.1
ITERATIONS 15
PRECISION 5e-3
PRECISION 1e-3
SAUVEGARDE 1
MAXINCRE 1000000
@ -85,7 +97,7 @@ para_contact ------------------------------------
# > 2 : contact avec une methode de penalisation
CONTACT_TYPE 2
PENALISATION_PENETRATION 0.1#0.1
PENALISATION_PENETRATION 1#0.1
#TYPE_PENALISATION_PENETRATION (indique la methode pour calculer le facteur beta)
# > 1 : dans ce cas beta=1 et alpha = facteur de penalisation
@ -93,8 +105,8 @@ PENALISATION_PENETRATION 0.1#0.1
# > 3 : meme fonctionnement que 2 mais avec un algorithme supplementaire
# > 5 : meme fonctionnement que 2 mais avec un algorithme supplementaire
TYPE_PENALISATION_PENETRATION 4 #2
PENETRATION_CONTACT_MAXI 0.01
PENETRATION_BORNE_REGULARISATION 0.1
PENETRATION_CONTACT_MAXI 0.0001
PENETRATION_BORNE_REGULARISATION 0.0001
NB_DECOLLEMENT_MAXI 1
DISTANCE_MAXI_AU_PT_PROJETE 2.
@ -112,12 +124,10 @@ NORME_MAXI_INCREMENT 0.1
para_syteme_lineaire ------------
para_affichage #------------
#----------------------------------#
# PARAMETRE | VALEUR #
#----------------------------------#
FREQUENCE_AFFICHAGE_INCREMENT 100
FREQUENCE_AFFICHAGE_ITERATION 100
para_affichage ------------
#FREQUENCE_SORTIE_FIL_DU_CALCUL 1
#FREQUENCE_AFFICHAGE_INCREMENT 1000
FREQUENCE_AFFICHAGE_ITERATION 10#0#000
resultats pas_de_sortie_finale_
COPIE 0

30
Batterie/FONCTION_UNIQUE/CONTACT/Test_R_contact_axi_non_dynamique/contact_axi_non_dynamique_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.739 #
# Copyright (c) 1997-2015, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.830 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -15,6 +15,20 @@
# >> le nombre de torseurs de reaction (peut etre nul), le nombre total de reel qui va etre ecrit
# correspondant aux composantes des torseurs, puis les noms de ref associee suivi des positions
# des composantes entre crochet accolees a un identificateur: R pour reaction, M pour moment
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references de noeuds
# >> le nombre de ref de noeuds, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference de noeuds
# le nom de la reference, le nombre de noeud de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references d'elements ou de pti
# >> le nombre de ref d'element+ref de pti, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference d'element et de pti
# le nom de la reference, le nombre d'element de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# puis pour chaque maillage
# >> le nombre de noeud n (peut etre nul) ou il y a des grandeurs en sortie ,
# puis le nombre des grandeurs p1 correspondantes, la position entre crochet des coordonnees
@ -49,6 +63,16 @@
#
#0 0 (nombre de torseurs et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux noeuds pour des ref ---------------
#0 0 (nombre de ref de noeud et nombre total de grandeurs associees)
#
#0 0 (nombre de ref de noeud et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux elements pour des ref ---------------
#0 0 (nombre de ref d'element et nombre total de grandeurs associees)
#
#0 0 (nombre de ref d'element et nombre total de grandeurs associees)
#
#---------------------------------- grandeurs aux noeuds --------------------------------
#2 4 (nombre de noeuds, nombre total de grandeurs associees)
# maillage_1 :
@ -91,4 +115,4 @@
# puis les coordonnees d'un second point d'integration d'un element, les p2 grandeurs
# etc. pour tous les points d'integration - element
1.000000000000e+00 1.699227339604e+01 2.151000000000e+01 0.000000000000e+00 1.699227339604e+01 2.151000000000e+01 0.000000000000e+00 7.810506010394e+03 2.299410392537e+01 1.775501775788e+01 0.000000000000e+00 2.299410392537e+01 1.775501775788e+01 -3.879341157508e+03 -2.847089384744e-01 1.000000000000e+00 2.298841524205e+01 1.574825045586e+01 0.000000000000e+00 2.298841524205e+01 1.574825045586e+01 3.905049255510e+03 -2.691105799499e+00 1.000000000000e+00 2.277112712990e+01 1.681615554587e+01 0.000000000000e+00 7.049517889726e+01 2.909324843379e-02 1.000000000000e+00 2.320866829579e+01 1.687248444799e+01 0.000000000000e+00 1.667788013196e+02 6.882934657632e-04
1.000000000000e+00 1.699042887500e+01 2.151000000000e+01 0.000000000000e+00 1.699042887500e+01 2.151000000000e+01 0.000000000000e+00 7.601099732365e+03 2.298934258023e+01 1.775501966511e+01 0.000000000000e+00 2.298934258023e+01 1.775501966511e+01 -3.491622366665e+03 -3.045089423788e-01 1.000000000000e+00 2.298862701669e+01 1.574822217559e+01 0.000000000000e+00 2.298862701669e+01 1.574822217559e+01 3.859200439835e+03 -2.782670487494e+00 1.000000000000e+00 2.276394276960e+01 1.681617602249e+01 0.000000000000e+00 6.647918204598e+01 2.837431431765e-02 1.000000000000e+00 2.320889572036e+01 1.687244130021e+01 0.000000000000e+00 1.698679438602e+02 7.009921997145e-04

85
Batterie/FONCTION_UNIQUE/CONTACT/Test_R_contact_basique_axi_deformable_solide/test_AXI_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.736 #
# Copyright (c) 1997-2015, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.830 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -15,6 +15,20 @@
# >> le nombre de torseurs de reaction (peut etre nul), le nombre total de reel qui va etre ecrit
# correspondant aux composantes des torseurs, puis les noms de ref associee suivi des positions
# des composantes entre crochet accolees a un identificateur: R pour reaction, M pour moment
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references de noeuds
# >> le nombre de ref de noeuds, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference de noeuds
# le nom de la reference, le nombre de noeud de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references d'elements ou de pti
# >> le nombre de ref d'element+ref de pti, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference d'element et de pti
# le nom de la reference, le nombre d'element de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# puis pour chaque maillage
# >> le nombre de noeud n (peut etre nul) ou il y a des grandeurs en sortie ,
# puis le nombre des grandeurs p1 correspondantes, la position entre crochet des coordonnees
@ -49,6 +63,16 @@
#
#0 0 (nombre de torseurs et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux noeuds pour des ref ---------------
#0 0 (nombre de ref de noeud et nombre total de grandeurs associees)
#
#0 0 (nombre de ref de noeud et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux elements pour des ref ---------------
#0 0 (nombre de ref d'element et nombre total de grandeurs associees)
#
#0 0 (nombre de ref d'element et nombre total de grandeurs associees)
#
#---------------------------------- grandeurs aux noeuds --------------------------------
#2 6 (nombre de noeuds, nombre total de grandeurs associees)
# maillage_1 :
@ -87,29 +111,34 @@
1.000000000000e-02 8.840936565084e+00 0.000000000000e+00 0.000000000000e+00 5.936565084060e-03 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -7.695567144281e+01 0.000000000000e+00 8.840936565084e+00 2.520365000000e+01 0.000000000000e+00 5.936565084060e-03 -5.635000000000e-02 0.000000000000e+00 0.000000000000e+00 7.695567144281e+01 0.000000000000e+00 1.000000000000e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
2.000000000000e-02 8.846929200292e+00 0.000000000000e+00 0.000000000000e+00 1.192920029242e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -1.546207033397e+02 0.000000000000e+00 8.846929200292e+00 2.514730000000e+01 0.000000000000e+00 1.192920029242e-02 -1.127000000000e-01 0.000000000000e+00 0.000000000000e+00 1.546207033397e+02 0.000000000000e+00 2.000000000000e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
3.000000000000e-02 8.852972565132e+00 0.000000000000e+00 0.000000000000e+00 1.797256513183e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -2.330315826996e+02 0.000000000000e+00 8.852972565132e+00 2.509095000000e+01 0.000000000000e+00 1.797256513183e-02 -1.690500000000e-01 0.000000000000e+00 0.000000000000e+00 2.330315826996e+02 0.000000000000e+00 3.000000000000e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
4.000000000000e-02 8.859069312393e+00 0.000000000000e+00 0.000000000000e+00 2.406931239320e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -3.121893400754e+02 0.000000000000e+00 8.859069312393e+00 2.503460000000e+01 0.000000000000e+00 2.406931239320e-02 -2.254000000000e-01 0.000000000000e+00 0.000000000000e+00 3.121893400754e+02 0.000000000000e+00 4.000000000000e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
5.414213562373e-02 8.867783844327e+00 0.000000000000e+00 0.000000000000e+00 3.278384432655e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -4.254300001496e+02 0.000000000000e+00 8.867783844327e+00 2.495490906576e+01 0.000000000000e+00 3.278384432655e-02 -3.050909342397e-01 0.000000000000e+00 0.000000000000e+00 4.254300001496e+02 0.000000000000e+00 5.414213562373e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
6.828427124746e-02 8.876608406252e+00 0.000000000000e+00 0.000000000000e+00 4.160840625242e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -5.402138945501e+02 0.000000000000e+00 8.876608406252e+00 2.487521813152e+01 0.000000000000e+00 4.160840625242e-02 -3.847818684794e-01 0.000000000000e+00 0.000000000000e+00 5.402138945501e+02 0.000000000000e+00 6.828427124746e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
8.242640687119e-02 8.885544970661e+00 0.000000000000e+00 0.000000000000e+00 5.054497066124e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -6.565709882637e+02 0.000000000000e+00 8.885544970661e+00 2.479552719728e+01 0.000000000000e+00 5.054497066124e-02 -4.644728027192e-01 0.000000000000e+00 0.000000000000e+00 6.565709882637e+02 0.000000000000e+00 8.242640687119e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
9.656854249492e-02 8.894595556473e+00 0.000000000000e+00 0.000000000000e+00 5.959555647312e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -7.745320136684e+02 0.000000000000e+00 8.894595556473e+00 2.471583626304e+01 0.000000000000e+00 5.959555647312e-02 -5.441637369589e-01 0.000000000000e+00 0.000000000000e+00 7.745320136684e+02 0.000000000000e+00 9.656854249492e-02 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
1.165685424949e-01 8.907593688930e+00 0.000000000000e+00 0.000000000000e+00 7.259368893045e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -9.441535902343e+02 0.000000000000e+00 8.907593688930e+00 2.460313626304e+01 0.000000000000e+00 7.259368893045e-02 -6.568637369589e-01 0.000000000000e+00 0.000000000000e+00 9.441535902343e+02 0.000000000000e+00 1.165685424949e-01 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
1.365685424949e-01 8.920830024037e+00 0.000000000000e+00 0.000000000000e+00 8.583002403732e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -1.117138173821e+03 0.000000000000e+00 8.920830024037e+00 2.449043626304e+01 0.000000000000e+00 8.583002403732e-02 -7.695637369589e-01 0.000000000000e+00 0.000000000000e+00 1.117138173821e+03 0.000000000000e+00 1.365685424949e-01 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
1.565685424949e-01 8.934310785322e+00 0.000000000000e+00 0.000000000000e+00 9.931078532201e-02 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 -1.293581145060e+03 0.000000000000e+00 8.934310785322e+00 2.437773626304e+01 0.000000000000e+00 9.931078532201e-02 -8.822637369589e-01 0.000000000000e+00 0.000000000000e+00 1.293581145060e+03 0.000000000000e+00 1.565685424949e-01 9.000000000000e+00 -1.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 9.000000000000e+00 3.000000000000e+01 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00 0.000000000000e+00
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2
Batterie/FONCTION_UNIQUE/LOI_DE_COMPORTEMENT/Test_R_fct3D_variables_locales/test_fct3D.info
View file

@ -88,7 +88,7 @@ debut_coef= -171.403600607624 1489.547106 -3391.128916 2999.230915 -926.24550524
Fin_des_coordonnees_des_points
les_Fonctions_nD #------------
les_fonctions_nD #------------
# fonction Fonction_expression_litterale_nD
# f(P,PR,PRM1)
# P : la pression,

6
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_dynamique_explicite/cube_dynamique_explicite_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.785 #
# Copyright (c) 1997-2016, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.830 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -97,4 +97,4 @@
# puis les coordonnees d'un second point d'integration d'un element, les p2 grandeurs
# etc. pour tous les points d'integration - element
1.000073916208e-03 1.010000739162e+00 9.970574516706e-01 9.970574516706e-01 -5.723375540897e+00 -2.061055598212e+07 1.000073916208e-03 2.134382702626e-01 7.863544198951e-01 7.863544198951e-01 9.852692719186e-03 -2.955587360158e-03 -2.955587360161e-03 2.069118889116e+03
1.000073916208e-03 1.010000739162e+00 9.970574516706e-01 9.970574516706e-01 -5.723375503133e+00 -2.061055510319e+07 1.000073916208e-03 2.134382702626e-01 7.863544198951e-01 7.863544198951e-01 9.852692719186e-03 -2.955587360166e-03 -2.955587360168e-03 2.069118889114e+03

26
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_dynamique_implicite/cube_dynamique_implicite_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.687 #
# Copyright (c) 1997-2015, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.831 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -15,6 +15,20 @@
# >> le nombre de torseurs de reaction (peut etre nul), le nombre total de reel qui va etre ecrit
# correspondant aux composantes des torseurs, puis les noms de ref associee suivi des positions
# des composantes entre crochet accolees a un identificateur: R pour reaction, M pour moment
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references de noeuds
# >> le nombre de ref de noeuds, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference de noeuds
# le nom de la reference, le nombre de noeud de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references d'elements ou de pti
# >> le nombre de ref d'element+ref de pti, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference d'element et de pti
# le nom de la reference, le nombre d'element de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# puis pour chaque maillage
# >> le nombre de noeud n (peut etre nul) ou il y a des grandeurs en sortie ,
# puis le nombre des grandeurs p1 correspondantes, la position entre crochet des coordonnees
@ -47,6 +61,12 @@
#---------------------------------- torseurs de reactions --------------------------------
#0 0 (nombre de torseurs et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux noeuds pour des ref ---------------
#0 0 (nombre de ref de noeud et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux elements pour des ref ---------------
#0 0 (nombre de ref d'element et nombre total de grandeurs associees)
#
#---------------------------------- grandeurs aux noeuds --------------------------------
#1 2 (nombre de noeuds, nombre total de grandeurs associees)
# noeud_8 [2]X [3]Y [4]Z [5]V2 [6]GAMMA2 ;
@ -77,4 +97,4 @@
# puis les coordonnees d'un second point d'integration d'un element, les p2 grandeurs
# etc. pour tous les points d'integration - element
1.000000000000e-03 1.010000000000e+00 9.970574011257e-01 9.970574011257e-01 -5.886555229132e+00 2.353413923464e+02 1.000000000000e-03 2.134381140592e-01 7.863543800316e-01 7.863543800316e-01 9.851975296540e-03 -2.955638353841e-03 -2.955638353841e-03 2.068903723091e+03
1.000000000000e-03 1.010000000000e+00 9.970574335460e-01 9.970574335460e-01 1.417176208733e-01 1.207662187545e+06 1.000000000000e-03 2.134381140592e-01 7.863544056007e-01 7.863544056007e-01 9.851975296540e-03 -2.955605645646e-03 -2.955605645646e-03 2.068911648538e+03

26
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_dynamique_relaxation_dynam/quart_cercle_membrane_relaxation_dyna_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.687 #
# Copyright (c) 1997-2015, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.831 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -15,6 +15,20 @@
# >> le nombre de torseurs de reaction (peut etre nul), le nombre total de reel qui va etre ecrit
# correspondant aux composantes des torseurs, puis les noms de ref associee suivi des positions
# des composantes entre crochet accolees a un identificateur: R pour reaction, M pour moment
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references de noeuds
# >> le nombre de ref de noeuds, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference de noeuds
# le nom de la reference, le nombre de noeud de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# ensuite pour les moyennes, sommes, maxi etc. calculees sur des references d'elements ou de pti
# >> le nombre de ref d'element+ref de pti, nombre total de grandeurs associees
# puis pour chaque maillage
# le numero de maillage puis pour chaque reference d'element et de pti
# le nom de la reference, le nombre d'element de la ref, le nombre de grandeurs qui vont etre ecrites
# puis entre crochet la position suivi de la signification de chaque grandeur
#
# puis pour chaque maillage
# >> le nombre de noeud n (peut etre nul) ou il y a des grandeurs en sortie ,
# puis le nombre des grandeurs p1 correspondantes, la position entre crochet des coordonnees
@ -47,6 +61,12 @@
#---------------------------------- torseurs de reactions --------------------------------
#0 0 (nombre de torseurs et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux noeuds pour des ref ---------------
#0 0 (nombre de ref de noeud et nombre total de grandeurs associees)
#
#-------- moyenne, somme, maxi etc. de grandeurs aux elements pour des ref ---------------
#0 0 (nombre de ref d'element et nombre total de grandeurs associees)
#
#---------------------------------- grandeurs aux noeuds --------------------------------
#1 1 (nombre de noeuds, nombre total de grandeurs associees)
# reference N_centre : noeud_1 [2]X [3]Y [4]Z [5]X3 ;
@ -74,4 +94,4 @@
# puis les coordonnees d'un second point d'integration d'un element, les p2 grandeurs
# etc. pour tous les points d'integration - element
1.000000000000e+00 0.000000000000e+00 0.000000000000e+00 2.663501422174e+01 2.663501422174e+01
1.000000000000e+00 0.000000000000e+00 0.000000000000e+00 2.660494593177e+01 2.660494593177e+01

8
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_dynamique_relaxation_dynam_visco/dynamique_relaxation_dynam_visco.info
View file

@ -1,7 +1,7 @@
dimension 3
niveau_commentaire 3
niveau_commentaire 0 #3
TYPE_DE_CALCUL ----------------------------------------------
@ -82,6 +82,12 @@ para_syteme_lineaire ----------------------------------------------
para_affichage ----------------------------------------------
#----------------------------------#
# PARAMETRE | VALEUR #
#----------------------------------#
FREQUENCE_AFFICHAGE_INCREMENT 100000
FREQUENCE_AFFICHAGE_ITERATION 100000
resultats ----------------------------------------------

6
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_dynamique_relaxation_dynam_visco/dynamique_relaxation_dynam_visco_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.788 #
# Copyright (c) 1997-2016, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.831 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -94,4 +94,4 @@
# puis les coordonnees d'un second point d'integration d'un element, les p2 grandeurs
# etc. pour tous les points d'integration - element
1.000000000000e+00 0.000000000000e+00 0.000000000000e+00 2.648470271881e+01 2.648470271881e+01
1.000000000000e+00 0.000000000000e+00 0.000000000000e+00 2.648450718509e+01 2.648450718509e+01

12
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_zhai_dynamique_explicite/zhai_dynamique_explicite.info
View file

@ -9,7 +9,11 @@ TYPE_DE_CALCUL ----------------------------------------------
dynamique_explicite_zhai avec plus lectureCommandesVisu
PARA_TYPE_DE_CALCUL
phi_minus= 0.5 grand_phi= 0.16667 gamma= 0.5 beta= 0.16667
# phi_minus= 0.5 grand_phi= 0.5 gamma= 0.5 beta= 0.25 #0.083333#0.25#25
# phi_minus= 0.5 grand_phi= 0.5 gamma= 0.6 beta= 0.35 #0.083333#0.25#25
# phi_minus= 0.5 grand_phi= 0.5 gamma= 0.7 beta= 0.45 #0.083333#0.25#25
phi_minus= 0.5 grand_phi= 0.16667 gamma= 0.5 beta= 0.16667 #0.083333#0.25#25
# phi_minus= 0.25 grand_phi= 0.16667
< cube_1elt_npti8.her
@ -55,9 +59,12 @@ N_gauche 'UX= COURBE_CHARGE: rampe ECHELLE: 0.01'
controle ----------------------------------------------
TEMPSFIN 0.001
DELTAt COEF_PASCRITIQUE 0.9
DELTAt COEF_PASCRITIQUE 0.9#95
ITERATIONS 15
PRECISION 1e-3
SAUVEGARDE DERNIER_CALCUL
MAXINCRE 99999999
NORME Residu/Reaction_et_VarRes
para_pilotage_equi_global ----------------------------------------------
@ -72,6 +79,7 @@ para_affichage #------------
#----------------------------------#
FREQUENCE_AFFICHAGE_INCREMENT 100
FREQUENCE_AFFICHAGE_ITERATION 100000
#FREQUENCE_SORTIE_FIL_DU_CALCUL 1
resultats ----------------------------------------------
COPIE 0

6
Batterie/FONCTION_UNIQUE/TYPE_DE_CALCUL/Test_R_zhai_dynamique_explicite/zhai_dynamique_explicite_princ.maple.ref1
View file

@ -1,7 +1,7 @@
#fichier au format maple6
###############################################################################################
# Visualisation elements finis : Herezh++ V6.785 #
# Copyright (c) 1997-2016, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# Visualisation elements finis : Herezh++ V6.830 #
# Copyright (c) 1997-2018, Gerard Rio (gerard.rio@univ-ubs.fr) http://kleger.univ-ubs.fr/Herezh/ #
# http://www-lg2m.univ-ubs.fr #
###############################################################################################
@ -97,4 +97,4 @@
# puis les coordonnees d'un second point d'integration d'un element, les p2 grandeurs
# etc. pour tous les points d'integration - element
1.000012854150e-03 1.010000128541e+00 9.970574093877e-01 9.970574093877e-01 -2.886140462174e+00 1.107763349258e+02 1.000012854150e-03 2.134381412233e-01 7.863543865476e-01 7.863543865476e-01 9.852100057629e-03 -2.955630018474e-03 -2.955630018473e-03 2.068941011815e+03
1.000012854150e-03 1.010000128541e+00 9.970574093877e-01 9.970574093877e-01 -2.886140462754e+00 1.107965228932e+02 1.000012854150e-03 2.134381412233e-01 7.863543865476e-01 7.863543865476e-01 9.852100057629e-03 -2.955630018474e-03 -2.955630018473e-03 2.068941011815e+03

3
Batterie/FONCTION_UNIQUE/UTILITAIRES/Test_R_fusion-elements-supperposes/README
View file

@ -2,6 +2,7 @@
Auteur
------------------------------------------------------
Erwan Kergourlay (erwan.kergourlay@univ-ubs.fr)
Gérard Rio (gerard.rio@univ-ubs.fr)
------------------------------------------------------
Mots-cles
@ -31,7 +32,7 @@ Grandeurs de comparaison
------------------------------------------------------------
Comparaison des fichiers cube_soude_nevez.her et cube_soude_nevez.lis avec les fichiers de références cube_soude_nevez.her_ref1 et cube_soude_nevez.lis_ref1
version d'herezh 6.697
NB: GR: mise à jour des fichiers de référence compte tenu de la création de nouvelles références par Herezh: version > 6.829
------------------------------------------------------------
Informations sur les fichiers facultatifs
------------------------------------------------------------

66
Batterie/FONCTION_UNIQUE/UTILITAIRES/Test_R_fusion-elements-supperposes/cube_soude_nevez.lis.ref1
View file

@ -2,7 +2,7 @@
###########################################################################
# ecriture automatique d'un maillage au format .lis, par Herezh++ #
###########################################################################
# version: 6.697
# version: 6.830
@ -68,124 +68,188 @@ N_tout 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
# -- reference des elements
E_arriere_droit 1
E_arriere_droit_1 1
E_arriere_gauche 1
E_arriere_gauche_1 1
E_avant 1
E_avant_1 1
E_avant_droit 1
E_avant_droit_1 1
E_avant_gauche 1
E_avant_gauche_1 1
E_bas 1
E_bas_1 1
E_bas_arriere 1
E_bas_arriere_1 1
E_bas_arriere_droit 1
E_bas_arriere_droit_1 1
E_bas_arriere_gauche 1
E_bas_arriere_gauche_1 1
E_bas_avant 1
E_bas_avant_1 1
E_bas_avant_droit 1
E_bas_avant_droit_1 1
E_bas_avant_gauche 1
E_bas_avant_gauche_1 1
E_bas_droit 1
E_bas_droit_1 1
E_bas_gauche 1
E_bas_gauche_1 1
E_derriere 1
E_derriere_1 1
E_droit 1
E_droit_1 1
E_gauche 1
E_gauche_1 1
E_haut 1
E_haut_1 1
E_haut_arriere 1
E_haut_arriere_1 1
E_haut_arriere_droit 1
E_haut_arriere_droit_1 1
E_haut_arriere_gauche 1
E_haut_arriere_gauche_1 1
E_haut_avant 1
E_haut_avant_1 1
E_haut_avant_droit 1
E_haut_avant_droit_1 1
E_haut_avant_gauche 1
E_haut_avant_gauche_1 1
E_haut_droit 1
E_haut_droit_1 1
E_haut_gauche 1
E_haut_gauche_1 1
E_to 1
E_to_1 1
E_tout 1
E_tout_1 1
# -- references de pt d'integ, noeuds, faces et arretes associes a des elements
A_arriere_droit 1 8
A_arriere_droit_1 1 8
A_arriere_gauche 1 5
A_arriere_gauche_1 1 5
A_avant_droit 1 7
A_avant_droit_1 1 7
A_avant_gauche 1 6
A_avant_gauche_1 1 6
A_bas_arriere 1 4
A_bas_arriere_1 1 4
A_bas_avant 1 2
A_bas_avant_1 1 2
A_bas_droit 1 3
A_bas_droit_1 1 3
A_bas_gauche 1 1
A_bas_gauche_1 1 1
A_haut_arriere 1 12
A_haut_arriere_1 1 12
A_haut_avant 1 10
A_haut_avant_1 1 10
A_haut_droit 1 11
A_haut_droit_1 1 11
A_haut_gauche 1 9
A_haut_gauche_1 1 9
F_arriere 1 2
F_arriere_1 1 2
F_avant 1 5
F_avant_1 1 5
F_bas 1 1
F_bas_1 1 1
F_droit 1 6
F_droit_1 1 6
F_gauche 1 3
F_gauche_1 1 3
F_haut 1 4
F_haut_1 1 4

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catalogue_tests.pdf
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