[SOLVED] Groupe de noeud poutre 1D / Group of nodes 1D beam

jubour

Bonjour,

Mon problème est le suivant : je n'arrive pas à créer un groupe de nœuds après avoir maillé. Je souhaite appliquer un encastrement et une force au deux nœuds, situés aux extrémités de la poutre.

Ci-joint le fichier comprenant ma géométrie et le maillage.

Merci

----------------------------------------------------------------------------------------------------------------------------------

Hello,

My problem is this:

I can not create a group of nodes at the time of meshing. I want to apply a recess and a force to the two nodes at the ends of the beam.

Herewith, the file containing the beam geometry and the mesh.

Thank you

Attached file:
Poutre1D.zip, 12098kb

jeanpierreaubry

hello

i do not understand your question

as there is no mesh in your hdf, to create it do right click on MAILLAGE_1 > Compute

as well there is no command file in the hdf

as you look like to be a beginner may i suggest you read

http://framabook.org/beginning-with-code_aster/

jean pierre aubry

jubour

I will rephrase my problem

I compute the mesh

But when I create my command file and after I run it in the aster module, I have the following message:

JDC.py: ERROR TO EXECUTION - INTERRUPTION

>> JDC.py: START REPORT

CR Execution of JDC in MIXED

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!

! ~~User Exception but not stopped for levee. !~~

! The bases are closed. !

! Type of exception: error!

! !

! node 1 is not part of the mesh: Mesh!

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!

CR end of execution of JDC in MIXED

>> JDC.py: END REPORT

EXECUTION_CODE_ASTER_EXIT_0002-17259-aster-ESPRIMO E520-1 =

= 1 _EXIT_CODE
Attached file:
Poutre1D.zip, 11407kb

jeanpierreaubry

NOEUD='1', is not valid in Code_Aster it should be NOEUD='N1',

but with this Code_Aster uses its own internal node numbering which in most cases is not the same as the mesh you created

it is better to build groups and use GROUP_NO

zhudongyu

jeanpierreaubry hello i have a same question about use med but not use mail file.
i learn sdll106a test in code_aster.and i want to change mail to med . and i get some confuse.
origin test file is sdll106a.mail sdll106a.comm.
change sdll106a.mail to sdll106a.med.
and i write follow file.
sdll106a.med to sdll106a2.coom.
the error is

Commande #0022 de fort.1, ligne 311

REP1 = RECU_FONCTION(INFO=1,

INTE_SPEC=INTERRE1, NOEUD_I='P3', NOM_CMP_I='DY')

╔════════════════════════════════════════════════════════════════════════════════════════════════╗
║ <F> <UTILITAI4_53> ║
║ ║
║ aucun numéro d'ordre trouve. stop. ║
║ ║
║ ║
║ Cette erreur est fatale. Le code s'arrête. ║

╚════════════════════════════════════════════════════════════════════════════════════════════════╝

i think NOEUD_I='P3' I cant use the group name P3.
and i also want to get all nodes data.

jubour

I tried also with 'N1' but no result.. I have the same message..

But how to create a group of nodes in Salome Meca ?

I have already tried to understand how in others forum but I haven't succeeded.

I try to do that :

1- Create a group for each node in geometry module

2- Create a group from geometry in mesh module

But in the 2nd stage, I haven't succeeded to do a group from geometry.

Thanks to help me ! It's my first internship with this software and I can't move forward without it...

jeanpierreaubry

in my book (it is free download) you will find a worked example of a beam problem a bit more complicated than yours

meshed with either GMsh or Salome

the question of group creation in Salome (why making things simple when it is so easy to make them complicated) is explained in appendix D

just take he time to read it

zhudongyu

jeanpierreaubry

zhudongyu

zhudongyu

jeanpierreaubry

zhudongyu
i am sorry but i do not understand a word a what you want to do
better post you entire .comm file

zhudongyu

jeanpierreaubry

sdlll106ayyd3.txt
13kB

IMPR_FONCTION(COURBE=_F(FONCTION=REP1),
UNITE=8)
in med file how to get all node value.In mail file we can get P3 point name ,but in med file we can't

REP1 = RECU_FONCTION(INTE_SPEC=INTEREX1,
NOEUD_I='P3',
NOM_CMP_I='DY')

IMPR_FONCTION(COURBE=_F(FONCTION=REP1),
UNITE=8)

jeanpierreaubry

zhudongyu
in the case of sdll106a.mail the nodes are named P1, P2....

assuming you made a correct translation to a .med file
the nodes should then be named N1, N2.... that is the default numbering
how did you do this translation?
"
and when you call "NOEUD= in an operator it is a named node, not a group

zhudongyu

jeanpierreaubry I use follow code to translation.
DEBUT();

mail=LIRE_MAILLAGE( UNITE=20,FORMAT='ASTER',);

IMPR_RESU(FORMAT='MED', UNITE=21, RESU=_F(MAILLAGE=mail,),);

FIN().
so when i want get first point i need to call NOEUD=N1?

zhudongyu

jeanpierreaubry i use med input file but i get a empty data.

# coding=utf-8 # -------------------------------------------------------------------- # Copyright (C) 1991 - 2023 - EDF R&D - www.code-aster.org # This file is part of code_aster. # # code_aster is free software: you can redistribute it and/or modify # it under the terms of the GNU General Public License as published by # the Free Software Foundation, either version 3 of the License, or # (at your option) any later version. # # code_aster is distributed in the hope that it will be useful, # but WITHOUT ANY WARRANTY; without even the implied warranty of # MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the # GNU General Public License for more details. # # You should have received a copy of the GNU General Public License # along with code_aster. If not, see <http://www.gnu.org/licenses/>. # -------------------------------------------------------------------- # ** CAS TEST: CALCUL DE LA REPONSE A UNE EXCITATION REPARTIE SUR******* # ***** UNE FONCTION DE FORME ******* # ********************************************************************** DEBUT(CODE=_F(NIV_PUB_WEB='INTERNET'), DEBUG=_F(SDVERI='OUI'), ERREUR=_F(ALARME='EXCEPTION')) # ********************************************************************** # ** MAILLAGE, MATERIAU, CONDITIONS AUX LIMITES , ASSEMBLAGE************ # ********************************************************************** MAYA = LIRE_MAILLAGE(FORMAT='MED', UNITE=2) MAYA = DEFI_GROUP(reuse=MAYA, CREA_GROUP_MA=_F(NOM='TOUT', TOUT='OUI'), MAILLAGE=MAYA) POUTRE = AFFE_MODELE(AFFE=_F(MODELISATION='POU_D_T', PHENOMENE='MECANIQUE', TOUT='OUI'), MAILLAGE=MAYA) CARA = AFFE_CARA_ELEM(MODELE=POUTRE, POUTRE=_F(CARA=('HZ', 'HY'), GROUP_MA='TOUT', SECTION='RECTANGLE', VALE=(0.001, 0.001))) MATER = DEFI_MATERIAU(ELAS=_F(E=200000000000.0, NU=0.3, RHO=7000.0)) CHAMPMAT = AFFE_MATERIAU(AFFE=_F(MATER=MATER, TOUT='OUI'), MAILLAGE=MAYA) CLIM = AFFE_CHAR_MECA(DDL_IMPO=(_F(DZ=0.0, GROUP_NO='NOEUDDL'), _F(DRX=0.0, DRY=0.0, DRZ=0.0, DX=0.0, DY=0.0, DZ=0.0, GROUP_NO=('P1', 'P9'))), MODELE=POUTRE) # ********************************************************************** # ** VECTEUR ASSEMBLE REPRESENTANT LA FONCTION DE FORME ************ # ********************************************************************** EFF1 = AFFE_CHAR_MECA(FORCE_NODALE=(_F(FY=0.5, GROUP_NO=('P4', )), _F(FY=1.0, GROUP_NO=('P5', )), _F(FY=0.5, GROUP_NO=('P6', ))), MODELE=POUTRE) # ********************************************************************** # ** CALCUL MODAL ********************************************** # ********************************************************************** MATELE_K = CALC_MATR_ELEM(CARA_ELEM=CARA, CHAM_MATER=CHAMPMAT, CHARGE=CLIM, MODELE=POUTRE, OPTION='RIGI_MECA') MATELE_M = CALC_MATR_ELEM(CARA_ELEM=CARA, CHAM_MATER=CHAMPMAT, CHARGE=CLIM, MODELE=POUTRE, OPTION='MASS_MECA') NUM = NUME_DDL(MATR_RIGI=MATELE_K) MATASK = ASSE_MATRICE(MATR_ELEM=MATELE_K, NUME_DDL=NUM) MATASM = ASSE_MATRICE(MATR_ELEM=MATELE_M, NUME_DDL=NUM) MODES = CALC_MODES(CALC_FREQ=_F(FREQ=(0.1, 300.0)), MATR_MASS=MATASM, MATR_RIGI=MATASK, OPTION='AJUSTE', SOLVEUR=_F(METHODE='MULT_FRONT')) VECT1 = CALC_VECT_ELEM(CHARGE=EFF1, OPTION='CHAR_MECA') VECTASS1 = ASSE_VECTEUR(NUME_DDL=NUM, VECT_ELEM=VECT1) # ********************************************************************** # **DEFINITION DE L INTERSPECTRE D EXCITATION************************** # ********************************************************************** INTEREX1 = DEFI_INTE_SPEC(CONSTANT=_F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=1, NUME_ORDRE_J=1, VALE_R=1.0), DIMENSION=1) # ********************************************************************** # ***** INTERSPECTRE REPONSE A LA DSP REPARTIE SUR UNE FONCTION DE FORME # ********************************************************************** DYNALEA1 = DYNA_ALEA_MODAL(BASE_MODALE=_F(AMOR_REDUIT=(0.05, 0.05), MODE_MECA=MODES, NUME_ORDRE=(1, 2)), EXCIT=_F(CHAM_NO=VECTASS1, INTE_SPEC=INTEREX1, NUME_ORDRE_I=1), REPONSE=_F(FREQ_MAX=14.0, FREQ_MIN=4.0, PAS=2.0)) INTERRE1 = REST_SPEC_PHYS(GROUP_NO=('NOEUDDL', ), INTE_SPEC_GENE=DYNALEA1, MODE_MECA=MODES, NOM_CHAM=('DEPL', ), NOM_CMP=('DY', 'DY', 'DY'), NUME_ORDRE=(1, 2), OPTION='TOUT_TOUT') REP1 = RECU_FONCTION(INTE_SPEC=INTERRE1, NOEUD_I='N3', NOM_CMP_I='DY') # ********************************************************************** # **** DEFINITION DE LA MATRICE INTERSPECTRALE 6 6 POUR LE CALCUL******* # ***** DE VERIFICATION ******* # ********************************************************************** INTEREX2 = DEFI_INTE_SPEC(CONSTANT=(_F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=1, NUME_ORDRE_J=1, VALE_R=0.25), _F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=2, NUME_ORDRE_J=2, VALE_R=1.0), _F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=3, NUME_ORDRE_J=3, VALE_R=0.25), _F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=1, NUME_ORDRE_J=2, VALE_R=0.5), _F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=1, NUME_ORDRE_J=3, VALE_R=0.25), _F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=2, NUME_ORDRE_J=3, VALE_R=0.5)), DIMENSION=3) # ********************************************************************** # *** INTERSPECTRE REPONSE CALCULE POUR VERIFICATION ******************* # ********************************************************************** DYNALEA2 = DYNA_ALEA_MODAL(BASE_MODALE=_F(AMOR_REDUIT=(0.05, 0.05), MODE_MECA=MODES, NUME_ORDRE=(1, 2)), EXCIT=_F(GRANDEUR='EFFO', INTE_SPEC=INTEREX2, NOEUD=('N4', 'N5', 'N6'), NOM_CMP=('DY', 'DY', 'DY'), NUME_ORDRE_I=(1, 2, 3)), REPONSE=_F(FREQ_MAX=14.0, FREQ_MIN=4.0, PAS=2.0)) INTERRE2 = REST_SPEC_PHYS(GROUP_NO='RESTIT', INTE_SPEC_GENE=DYNALEA2, MODE_MECA=MODES, NOM_CHAM='DEPL', NOM_CMP='DY', NUME_ORDRE=(1, 2), OPTION='TOUT_TOUT') REP2 = RECU_FONCTION(INTE_SPEC=INTERRE2, NOEUD_I='N3', NOM_CMP_I='DY') TEST_FONCTION(VALEUR=(_F(FONCTION=REP1, REFERENCE='AUTRE_ASTER', VALE_CALC=0.04029858, VALE_PARA=4.0, VALE_REFE=0.040298), _F(FONCTION=REP1, REFERENCE='AUTRE_ASTER', VALE_CALC=0.09297108, VALE_PARA=6.0, VALE_REFE=0.092971), _F(FONCTION=REP1, REFERENCE='AUTRE_ASTER', VALE_CALC=0.95164637, VALE_PARA=8.0, VALE_REFE=0.95164), _F(FONCTION=REP1, REFERENCE='AUTRE_ASTER', VALE_CALC=0.17617679, VALE_PARA=10.0, VALE_REFE=0.17617), _F(FONCTION=REP1, REFERENCE='AUTRE_ASTER', VALE_CALC=0.02669547, VALE_PARA=12.0, VALE_REFE=0.026695), _F(FONCTION=REP2, REFERENCE='AUTRE_ASTER', VALE_CALC=0.04029858, VALE_PARA=4.0, VALE_REFE=0.040298), _F(FONCTION=REP2, REFERENCE='AUTRE_ASTER', VALE_CALC=0.09297108, VALE_PARA=6.0, VALE_REFE=0.092971), _F(FONCTION=REP2, REFERENCE='AUTRE_ASTER', VALE_CALC=0.95164637, VALE_PARA=8.0, VALE_REFE=0.95164), _F(FONCTION=REP2, REFERENCE='AUTRE_ASTER', VALE_CALC=0.17617679, VALE_PARA=10.0, VALE_REFE=0.17617), _F(FONCTION=REP2, REFERENCE='AUTRE_ASTER', VALE_CALC=0.02669547, VALE_PARA=12.0, VALE_REFE=0.026695))) IMPR_FONCTION(COURBE=_F(FONCTION=REP1), FORMAT='TABLEAU', UNITE=8) FIN()

jeanpierreaubry

zhudongyu

please post the .mess file
and answer my previous question
how did you translate from .mail to .med

zhudongyu

jeanpierreaubry I referred to the following link
https://forum.code-aster.org/public/d/14166-how-to-use-mesh-converter-in-astk/10

i use asterstudy gui set command，read sdll106a.mail and use this IMPR_RESU(FORMAT='MED', UNITE=21, RESU=_F(MAILLAGE=mail,),); output file sdll106a.med
then i read med in salome_meca mesh moudle. and use salome_meca model data

and i add some group of node P1.....P9 in mesh module.

jeanpierreaubry

zhudongyu
please post the .mess file

zhudongyu

jeanpierreaubry

message.txt
36kB

jeanpierreaubry

zhudongyu

i have no experience with REST_SPEC_PHYS
does GROUP_NO='NOEUDDL' exists?

zhudongyu

jeanpierreaubry group NOEUDDL exist.

i want get all nodes frequency response in random analysis

zhudongyu

jeanpierreaubry Now I can run 106case use med.

# coding=utf-8 # -------------------------------------------------------------------- # Copyright (C) 1991 - 2023 - EDF R&D - www.code-aster.org # This file is part of code_aster. # # code_aster is free software: you can redistribute it and/or modify # it under the terms of the GNU General Public License as published by # the Free Software Foundation, either version 3 of the License, or # (at your option) any later version. # # code_aster is distributed in the hope that it will be useful, # but WITHOUT ANY WARRANTY; without even the implied warranty of # MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the # GNU General Public License for more details. # # You should have received a copy of the GNU General Public License # along with code_aster. If not, see <http://www.gnu.org/licenses/>. # -------------------------------------------------------------------- # ** CAS TEST: CALCUL DE LA REPONSE A UNE EXCITATION REPARTIE SUR******* # ***** UNE FONCTION DE FORME ******* # ********************************************************************** DEBUT(CODE=_F(NIV_PUB_WEB='INTERNET'), DEBUG=_F(SDVERI='OUI'), ERREUR=_F(ALARME='EXCEPTION')) # ********************************************************************** # ** MAILLAGE, MATERIAU, CONDITIONS AUX LIMITES , ASSEMBLAGE************ # ********************************************************************** MAYA = LIRE_MAILLAGE(FORMAT='MED', UNITE=20) MAYA = DEFI_GROUP(reuse=MAYA, CREA_GROUP_MA=_F(NOM='TOUT', TOUT='OUI'), MAILLAGE=MAYA) POUTRE = AFFE_MODELE(AFFE=_F(MODELISATION='POU_D_T', PHENOMENE='MECANIQUE', TOUT='OUI'), MAILLAGE=MAYA) CARA = AFFE_CARA_ELEM(MODELE=POUTRE, POUTRE=_F(CARA=('HZ', 'HY'), GROUP_MA='TOUT', SECTION='RECTANGLE', VALE=(0.001, 0.001))) MATER = DEFI_MATERIAU(ELAS=_F(E=200000000000.0, NU=0.3, RHO=7000.0)) CHAMPMAT = AFFE_MATERIAU(AFFE=_F(MATER=MATER, TOUT='OUI'), MAILLAGE=MAYA) CLIM = AFFE_CHAR_MECA(DDL_IMPO=(_F(DZ=0.0, GROUP_NO='NOEUDDL'), _F(DRX=0.0, DRY=0.0, DRZ=0.0, DX=0.0, DY=0.0, DZ=0.0, GROUP_NO=('P1', 'P9'))), MODELE=POUTRE) # ********************************************************************** # ** VECTEUR ASSEMBLE REPRESENTANT LA FONCTION DE FORME ************ # ********************************************************************** EFF1 = AFFE_CHAR_MECA(FORCE_NODALE=(_F(FY=0.5, GROUP_NO=('P4', )), _F(FY=1.0, GROUP_NO=('P5', )), _F(FY=0.5, GROUP_NO=('P6', ))), MODELE=POUTRE) # ********************************************************************** # ** CALCUL MODAL ********************************************** # ********************************************************************** MATELE_K = CALC_MATR_ELEM(CARA_ELEM=CARA, CHAM_MATER=CHAMPMAT, CHARGE=CLIM, MODELE=POUTRE, OPTION='RIGI_MECA') MATELE_M = CALC_MATR_ELEM(CARA_ELEM=CARA, CHAM_MATER=CHAMPMAT, CHARGE=CLIM, MODELE=POUTRE, OPTION='MASS_MECA') NUM = NUME_DDL(MATR_RIGI=MATELE_K) MATASK = ASSE_MATRICE(MATR_ELEM=MATELE_K, NUME_DDL=NUM) MATASM = ASSE_MATRICE(MATR_ELEM=MATELE_M, NUME_DDL=NUM) MODES = CALC_MODES(CALC_FREQ=_F(FREQ=(0.1, 300.0)), MATR_MASS=MATASM, MATR_RIGI=MATASK, OPTION='AJUSTE', SOLVEUR=_F(METHODE='MULT_FRONT')) VECT1 = CALC_VECT_ELEM(CHARGE=EFF1, OPTION='CHAR_MECA') VECTASS1 = ASSE_VECTEUR(NUME_DDL=NUM, VECT_ELEM=VECT1) # ********************************************************************** # **DEFINITION DE L INTERSPECTRE D EXCITATION************************** # ********************************************************************** INTEREX1 = DEFI_INTE_SPEC(CONSTANT=_F(FREQ_MAX=25.0, FREQ_MIN=0.0, NUME_ORDRE_I=1, NUME_ORDRE_J=1, VALE_R=1.0), DIMENSION=1) # ********************************************************************** # ***** INTERSPECTRE REPONSE A LA DSP REPARTIE SUR UNE FONCTION DE FORME # ********************************************************************** DYNALEA1 = DYNA_ALEA_MODAL(BASE_MODALE=_F(AMOR_REDUIT=(0.05, 0.05), MODE_MECA=MODES, NUME_ORDRE=(1, 2)), EXCIT=_F(CHAM_NO=VECTASS1, INTE_SPEC=INTEREX1, NUME_ORDRE_I=1), REPONSE=_F(FREQ_MAX=14.0, FREQ_MIN=4.0, PAS=2.0)) INTERRE1 = REST_SPEC_PHYS(GROUP_NO=('P3', 'P4', 'P5'), INTE_SPEC_GENE=DYNALEA1, MODE_MECA=MODES, NOM_CHAM=('DEPL', ), NOM_CMP=('DY', 'DY', 'DY'), NUME_ORDRE=(1, 2), OPTION='TOUT_TOUT') #comment: INTERREall = REST_SPEC_PHYS(GROUP_NO=('NOEUDDL', ), #comment: INTE_SPEC_GENE=DYNALEA1, #comment: MODE_MECA=MODES, #comment: NOM_CHAM=('DEPL', ), #comment: NOM_CMP=('DY', ), #comment: NUME_ORDRE=(1, 2), #comment: OPTION='TOUT_TOUT') INTERRE1T9 = REST_SPEC_PHYS(GROUP_NO=('NOEUDDL', ), INTE_SPEC_GENE=DYNALEA1, MODE_MECA=MODES, NOM_CHAM=('DEPL', ), NOM_CMP=('DY', ), NUME_ORDRE=(1, 2), OPTION='TOUT_TOUT') REP1N5 = RECU_FONCTION(INTE_SPEC=INTERRE1, NOEUD_I='N5', NOM_CMP_I='DY') REP1N4 = RECU_FONCTION(INTE_SPEC=INTERRE1, NOEUD_I='N4', NOM_CMP_I='DY') REP1N3 = RECU_FONCTION(INTE_SPEC=INTERRE1, NOEUD_I='N3', NOM_CMP_I='DY') #comment: REP1all = RECU_FONCTION(INTE_SPEC=INTERRE1, #comment: NOEUD_I='N1', #comment: NOM_CMP_I='DY') #comment: IMPR_FONCTION(COURBE=_F(FONCTION=REP1all), #comment: FORMAT='TABLEAU', #comment: UNITE=8) REP1N9 = RECU_FONCTION(INTE_SPEC=INTERRE1T9, NOEUD_I='N9', NOM_CMP_I='DY') REP1N6 = RECU_FONCTION(INTE_SPEC=INTERRE1T9, NOEUD_I='N6', NOM_CMP_I='DY') IMPR_FONCTION(COURBE=(_F(FONCTION=REP1N9), _F(FONCTION=REP1N6)), FORMAT='TABLEAU', UNITE=2) # ********************************************************************** # **** DEFINITION DE LA MATRICE INTERSPECTRALE 6 6 POUR LE CALCUL******* # ***** DE VERIFICATION ******* # ********************************************************************** #comment: INTEREX2 = DEFI_INTE_SPEC(CONSTANT=(_F(FREQ_MAX=25.0, #comment: FREQ_MIN=0.0, #comment: NUME_ORDRE_I=1, #comment: NUME_ORDRE_J=1, #comment: VALE_R=0.25), #comment: _F(FREQ_MAX=25.0, #comment: FREQ_MIN=0.0, #comment: NUME_ORDRE_I=2, #comment: NUME_ORDRE_J=2, #comment: VALE_R=1.0), #comment: _F(FREQ_MAX=25.0, #comment: FREQ_MIN=0.0, #comment: NUME_ORDRE_I=3, #comment: NUME_ORDRE_J=3, #comment: VALE_R=0.25), #comment: _F(FREQ_MAX=25.0, #comment: FREQ_MIN=0.0, #comment: NUME_ORDRE_I=1, #comment: NUME_ORDRE_J=2, #comment: VALE_R=0.5), #comment: _F(FREQ_MAX=25.0, #comment: FREQ_MIN=0.0, #comment: NUME_ORDRE_I=1, #comment: NUME_ORDRE_J=3, #comment: VALE_R=0.25), #comment: _F(FREQ_MAX=25.0, #comment: FREQ_MIN=0.0, #comment: NUME_ORDRE_I=2, #comment: NUME_ORDRE_J=3, #comment: VALE_R=0.5)), #comment: DIMENSION=3) # ********************************************************************** # *** INTERSPECTRE REPONSE CALCULE POUR VERIFICATION ******************* # ********************************************************************** #comment: DYNALEA2 = DYNA_ALEA_MODAL(BASE_MODALE=_F(AMOR_REDUIT=(0.05, 0.05), #comment: MODE_MECA=MODES, #comment: NUME_ORDRE=(1, 2)), #comment: EXCIT=_F(GRANDEUR='EFFO', #comment: INTE_SPEC=INTEREX2, #comment: NOEUD=('N4', 'N5', 'N6'), #comment: NOM_CMP=('DY', 'DY', 'DY'), #comment: NUME_ORDRE_I=(1, 2, 3)), #comment: REPONSE=_F(FREQ_MAX=14.0, #comment: FREQ_MIN=4.0, #comment: PAS=2.0)) #comment: INTERRE2 = REST_SPEC_PHYS(GROUP_NO='RESTIT', #comment: INTE_SPEC_GENE=DYNALEA2, #comment: MODE_MECA=MODES, #comment: NOM_CHAM='DEPL', #comment: NOM_CMP='DY', #comment: NUME_ORDRE=(1, 2), #comment: OPTION='TOUT_TOUT') #comment: REP2 = RECU_FONCTION(INTE_SPEC=INTERRE2, #comment: NOEUD_I='N3', #comment: NOM_CMP_I='DY') #comment: TEST_FONCTION(VALEUR=(_F(FONCTION=REP1N5, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.04029858, #comment: VALE_PARA=4.0, #comment: VALE_REFE=0.040298), #comment: _F(FONCTION=REP1N5, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.09297108, #comment: VALE_PARA=6.0, #comment: VALE_REFE=0.092971), #comment: _F(FONCTION=REP1N5, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.95164637, #comment: VALE_PARA=8.0, #comment: VALE_REFE=0.95164), #comment: _F(FONCTION=REP1N5, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.17617679, #comment: VALE_PARA=10.0, #comment: VALE_REFE=0.17617), #comment: _F(FONCTION=REP1N5, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.02669547, #comment: VALE_PARA=12.0, #comment: VALE_REFE=0.026695), #comment: _F(FONCTION=REP2, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.04029858, #comment: VALE_PARA=4.0, #comment: VALE_REFE=0.040298), #comment: _F(FONCTION=REP2, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.09297108, #comment: VALE_PARA=6.0, #comment: VALE_REFE=0.092971), #comment: _F(FONCTION=REP2, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.95164637, #comment: VALE_PARA=8.0, #comment: VALE_REFE=0.95164), #comment: _F(FONCTION=REP2, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.17617679, #comment: VALE_PARA=10.0, #comment: VALE_REFE=0.17617), #comment: _F(FONCTION=REP2, #comment: REFERENCE='AUTRE_ASTER', #comment: VALE_CALC=0.02669547, #comment: VALE_PARA=12.0, #comment: VALE_REFE=0.026695))) FIN()

in this commd

INTERRE1T9 = REST_SPEC_PHYS( GROUP_NO=('NOEUDDL', ), INTE_SPEC_GENE=DYNALEA1, MODE_MECA=MODES, NOM_CHAM=('DEPL', ), NOM_CMP=('DY', ), NUME_ORDRE=(1, 2), OPTION='TOUT_TOUT' )

i use group NOEUDDL contains all nodes.
then print value use follow command.

REP1N9 = RECU_FONCTION( INTE_SPEC=INTERRE1T9, NOEUD_I='N9', NOM_CMP_I='DY' ) REP1N6 = RECU_FONCTION( INTE_SPEC=INTERRE1T9, NOEUD_I='N6', NOM_CMP_I='DY' ) IMPR_FONCTION( COURBE=(_F( FONCTION=REP1N9 ), _F( FONCTION=REP1N6 )), FORMAT='TABLEAU', UNITE=2 )

and the next question is How to find a quick method to output all node values

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