List of User Documents#
User's Guide
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u0 - 1 document
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u1 - 7 documents
- u1.02.00: Introduction to code_aster
- u1.03.00: The main operating principles of Code_Aster
- u1.03.01: Supervisor and command language
- u1.03.02: Python methods for accessing Aster objects
- u1.03.03: Calculation performance indicators (time/memory)
- u1.04.00: Code_Aster access interface: astk
- u1.05.00: An easy example of use
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u2 - 64 documents
- u2.00.01: Guide for reading U2 methodological documentation
- u2.01.02: Instructions for the use of boundary conditions treated by elimination
- u2.01.04: Code_Aster quantity documentation
- u2.01.05: Stresses, efforts, forces, and deformations
- u2.01.09: Definition of a constraint field and an initial internal variables field
- u2.01.10: Instructions for use on the choice of finite elements
- u2.01.11: Instructions for using the manipulation of fields and tables
- u2.02.01: Instructions for the use of plate, shell, grid and membrane elements
- u2.02.02: Instructions for using elements TUYAU_ *
- u2.02.03: Instructions for using discrete elements
- u2.03.04: User manual for thermo-metallo-mechanical calculations on steels
- u2.03.05: User manual for numerical welding simulation
- u2.03.06: Carrying out a building structure study with prestressed cables
- u2.03.07: Overview of the tools available to perform concrete Civil Engineering structural calculations
- u2.03.08: Realization of a civil engineering study with prestress cables in rapid dynamics via the macro command CALC_EUROPLEXUS
- u2.03.09: Overview of soil and rock behavior models, joints
- u2.03.10: Instructions for modeling junctions between reinforced concrete civil engineering structural elements
- u2.03.11: Recommendations for modeling "SCS"
- u2.04.01: Tips for using STAT_NON_LINE
- u2.04.02: Tips for implementing non-linear calculations
- u2.04.03: Choice of elasto- (visco) -plastic behavior
- u2.04.04: Instructions for using contact in code_aster
- u2.04.05: Model THM User Manual
- u2.04.06: How to dig a tunnel: excavation methodology
- u2.04.07: Use of transient resolution methods for highly nonlinear, almost static problems
- u2.05.00: Realization of a calculation to predict breakage by cleavage
- u2.05.01: Instructions for use of fracture mechanics operators for the classical approach (non-linear elasticity)
- u2.05.02: Instructions for using the X method- FEM
- u2.05.04: User manual for limit load calculation
- u2.05.05: Vibratory fatigue structure calculation
- u2.05.06: Carrying out damage calculations in a semi-static manner (fragile rupture)
- u2.05.07: Instructions for using cohesive zone models
- u2.05.08: Carrying out a calculation to predict breakage by cleavage
- u2.06.01: Implementation of a calculation of the natural modes of a structure
- u2.06.03: Mechanical damping modeling instructions
- u2.06.04: Instructions for the construction of dynamic scale models
- u2.06.10: Carrying out a building structure study under seismic loading
- u2.06.11: Analysis of the seismic behavior of large metal reservoirs
- u2.06.13: General tips for using the DYNA_NON_LINE operator
- u2.06.14: Tips for implementing Fluid-Structure Interaction calculations
- u2.06.31: Gyroscopy modeling instructions
- u2.06.32: Instructions for implementing rotor calculations
- u2.06.41: Dynamic model validation by compute-test correlation
- u2.06.42: Implementation of modal adjustment procedures
- u2.07.01: Modeling user manual FOURIER
- u2.07.02: Instructions for using static substructuring
- u2.07.03: Conducting a structural modification study using measured data
- u2.07.04: Dynamic model condensation by static substructuring
- u2.07.05: Implementation of calculation by dynamic substructuring
- u2.07.07: Implementation of calculation by dynamic substructuring in the presence of IFS
- u2.08.01: Strategies for adapting meshes with HOMARD
- u2.08.03: Manual for using linear solvers
- u2.08.04: Instructions for buckling calculation
- u2.08.05: Propagation of uncertainties and calculation of fragility curves
- u2.08.06: Parallelism user manual
- u2.08.07: Parametric calculations - Distribution of calculations
- u2.08.08: Using the Manufactured Solutions Method for Software Verification
- u2.08.09: Nonlinear mesh adaptation
- u2.09.02: Calculating a stud-flange connection
- u2.10.01: Instructions for using the coupling between Code_Aster and the behavior laws module UMAT
- u2.10.02: How to use MFront with code_aster
- u2.11.01: 1D-3D connector user manual
- u2.51.01: Grace User Manual for Code_Aster
- u2.51.02: Plotting curves with Code_Aster
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u3 - 36 documents
- u3.01.00: Code_Aster mesh file description
- u3.02.01: Mesh file interface GMSH with Aster
- u3.03.01: Mesh file interface IDEAS with Aster
- u3.04.01: Mesh file interface GIBI with Code_Aster
- u3.11.01: Modelings POU_D_T, POU_D_E, BARRE
- u3.11.02: Models DIS_T and DIS_TR
- u3.11.03: Models CABLE and CABLE_POULIE
- u3.11.04: Modelings POU_D_TG, POU_D_TGM
- u3.11.05: Modeling POU_D_T_GD
- u3.11.06: Models TUYAU_3M and TUYAU_6M
- u3.11.07: Modeling POU_D_EM
- u3.12.01: Modelings DKT - DST - - Q4G - DKTG - Q4GG
- u3.12.02: Models COQUE_AXIS
- u3.12.03: Modeling COQUE_3D
- u3.12.04: Modeling GRILLE_EXCENTRE, GRILLE_MEMBRANE, and MEMBRANE
- u3.13.01: Modelings AXIS, D_ PLAN, C_ PLAN
- u3.13.02: Mechanical AXIS_FOURIER modeling
- u3.13.03: 2D models_ FLUIDE, 2D_ FLUI_STRU, AXIS_FLUIDE, AXIS_FLUI_STRU
- u3.13.05: Models AXIS_SI, D_ PLAN_SI, C_ PLAN_SI
- u3.13.07: Modelings AXIS_INCO_UPG, D_ PLAN_INCO_UPG
- u3.13.08: Modelings D_ PLAN_HM, D_ PLAN_HHM, D_, D_, D_ PLAN_THM, PLAN_THH, D_ PLAN_THHM, AXIS_HM, AXIS_HHM, AXIS_THM,,, AXIS_THH, AXIS_THHM
- u3.13.09: 2D_ DIS_T and 2D_ DIS_TR models_
- u3.13.12: Modeling D_ PLAN_ABSO
- u3.13.13: 2D Modeling_ FLUI_ABSO
- u3.13.14: Modelings x_ JOINT, x_, x_ ELDI, x_ INTERFACE and x_ INTERFACE_S
- u3.14.01: Mechanical 3D and 3D_SI models
- u3.14.02: 3D models_ FLUIDE, FLUI_STRU, 2D_ FLUI_PESA
- u3.14.06: 3D Modeling_ INCO_UPG
- u3.14.07: 3D_HM models, 3D_ HHM ,3D_ THM, 3D_ THH, 3D_ THHM
- u3.14.09: 3D Modeling_ ABSO
- u3.14.10: 3D Modeling_ FLUI_ABSO
- u3.22.01: Models COQUE, COQUE_PLAN, COQUE_AXIS - Phenomenon THERMIQUE
- u3.23.01: Models AXIS, PLAN,, AXIS_DIAG and PLAN_DIAG - Phenomenon THERMIQUE
- u3.23.02: AXIS_FOURIER thermal modeling
- u3.24.01: 3D and 3D models_ DIAG thermal
- u3.33.01: 3D and PLAN models of the ACOUSTIQUE phenomenon
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u4 - 245 documents
- u4.01.00: How to read order documentation
- u4.01.02: New features and changes in orders
- u4.01.03: What's new and changed in version 7
- u4.01.04: What's new and changed in version 8
- u4.01.05: What's new and changed in version 9
- u4.01.06: What's new and changed in version 10
- u4.01.09: What's new and changed in version 13
- u4.03.01: Product concept title and subtitle
- u4.11.01: Procedure DEBUT
- u4.11.02: Command FIN
- u4.11.03: Procedure POURSUITE
- u4.12.03: Procedure DEFI_FICHIER
- u4.13.01: Procedure INCLUDE
- u4.13.04: Operator INFO_EXEC_ASTER
- u4.14.01: Operator DETRUIRE
- u4.14.02: Operator COPIER
- u4.15.01: Procedure MAJ_CATA
- u4.15.12: Operator DEBUG
- u4.21.01: Operator LIRE_MAILLAGE
- u4.22.01: Operator DEFI_GROUP
- u4.23.01: Operator DEFI_MAILLAGE
- u4.23.02: Operator CREA_MAILLAGE
- u4.23.03: Operator ASSE_MAILLAGE
- u4.23.04: Operator MODI_MAILLAGE
- u4.24.01: Operator DEFI_SQUELETTE
- u4.24.02: Operator DEFI_GRILLE
- u4.25.01: Operator DEFI_FLUI_STRU
- u4.26.01: Operator DEFI_GEOM_FIBRE
- u4.31.01: Operator DEFI_CONSTANTE
- u4.31.02: Operator DEFI_FONCTION
- u4.31.03: Operator DEFI_NAPPE
- u4.31.05: Operator FORMULE
- u4.32.01: Operator CALC_FONC_INTERP
- u4.32.02: Operator LIRE_FONCTION
- u4.32.03: Operator RECU_FONCTION
- u4.32.04: Operator CALC_FONCTION
- u4.32.05: Operator INFO_FONCTION
- u4.32.11: Macro-command MACR_SPECTRE
- u4.32.12: Macro-command CALC_SPECTRE_IPM
- u4.32.13: Macro-command LISS_SPECTRE
- u4.32.21: Operator CALC_SPEC
- u4.33.01: Operator IMPR_FONCTION
- u4.33.02: Operator CREA_TABLE
- u4.33.03: Procedure CALC_TABLE
- u4.34.01: Operator DEFI_LIST_REEL
- u4.34.02: Operator DEFI_LIST_ENTI
- u4.34.03: Operator DEFI_LIST_INST
- u4.34.04: Operator DEFI_LIST_FREQ
- u4.35.01: Operator DEFI_FONC_FLUI
- u4.35.02: Operator FONC_FLUI_STRU
- u4.36.01: Operator LIRE_INTE_SPEC
- u4.36.02: Operator DEFI_INTE_SPEC
- u4.36.03: Operator CALC_INTE_SPEC
- u4.36.04: Operator GENE_ACCE_SEISME
- u4.36.05: Operator GENE_FONC_ALEA
- u4.36.08: Macro-command IMPR_ACCE_SEISME
- u4.36.09: Operator DEFI_PROP_ALEA
- u4.41.01: Operator AFFE_MODELE
- u4.41.02: Operator MODI_MODELE
- u4.41.11: Operator MODI_MODELE_XFEM
- u4.42.01: Operator AFFE_CARA_ELEM
- u4.42.02: Macro-command MACR_CARA_POUTRE
- u4.42.03: Operator DEFI_COMPOSITE
- u4.42.04: Macro-command DEFI_CABLE_BP
- u4.42.05: Macro-command CALC_PRECONT
- u4.42.06: Operator DEFI_GLRC
- u4.42.07: Operator DEFI_MATER_GC
- u4.42.08: Operator CALC_BT
- u4.43.01: Operator DEFI_MATERIAU
- u4.43.02: Operator INCLUDE_MATERIAU
- u4.43.03: Operator AFFE_MATERIAU
- u4.43.04: Operator DEFI_TRC
- u4.43.06: Operator DEFI_COMPOR
- u4.43.07: Operator CALC_MATE_HOMO
- u4.44.01: Operators AFFE_CHAR_MECA, AFFE_CHAR_MECA_C, and AFFE_CHAR_MECA_F
- u4.44.02: Operators AFFE_CHAR_THER and AFFE_CHAR_THER_F
- u4.44.03: Operators AFFE_CHAR_CINE and AFFE_CHAR_CINE_F
- u4.44.04: Operator AFFE_CHAR_ACOU
- u4.44.11: Operator DEFI_CONTACT
- u4.44.12: Operator CREA_RESU
- u4.44.21: Operator DEFI_OBSTACLE
- u4.44.31: Operator DEFI_SPEC_TURB
- u4.50.01: Keyword SOLVEUR
- u4.51.01: Operator MECA_STATIQUE
- u4.51.02: Macro command MACRO_ELAS_MULT
- u4.51.03: Operator STAT_NON_LINE
- u4.51.04: Operator MECA_NON_LINE
- u4.51.10: Operator CALCUL
- u4.51.11: Nonlinear behaviors
- u4.51.12: Macro command SIMU_POINT_MAT
- u4.51.21: Macro-command CALC_STABILITE
- u4.52.01: Operator INFO_MODE
- u4.52.02: Operator CALC_MODES
- u4.52.05: Operator MODE_ITER_CYCL
- u4.52.06: Operator MODE_NON_LINE
- u4.52.11: Operator NORM_MODE
- u4.52.12: Operator EXTR_MODE
- u4.52.13: Operator CALC_AMOR_MODAL
- u4.52.14: Operator MODE_STATIQUE
- u4.52.15: Operator MAC_MODES
- u4.52.16: Operator CALC_CORR_SSD
- u4.52.51: Operator CALC_MODE_ROTATION
- u4.53.01: Operator DYNA_NON_LINE
- u4.53.03: Operator DYNA_VIBRA
- u4.53.04: Operator DYNA_VISCO
- u4.53.05: Operator DYNA_LINE
- u4.53.22: Operator DYNA_ALEA_MODAL
- u4.53.23: Operator DYNA_SPEC_MODAL
- u4.53.31: Operator DYNA_ISS_VARI
- u4.53.41: Operator CALC_ERC_DYN
- u4.53.51: Operator CALC_TRANSFERT
- u4.54.01: Operator THER_LINEAIRE
- u4.54.02: Operator THER_NON_LINE
- u4.54.03: Operator THER_NON_LINE_MO
- u4.55.01: Operator FACTORISER
- u4.55.02: Operator RESOUDRE
- u4.55.03: Operator ELIM_LAGR
- u4.61.01: Operator CALC_MATR_ELEM
- u4.61.02: Operator CALC_VECT_ELEM
- u4.61.03: Operator CALC_CHAR_CINE
- u4.61.11: Operator NUME_DDL
- u4.61.21: Macro-command ASSEMBLAGE
- u4.61.22: Operator ASSE_MATRICE
- u4.61.23: Operator ASSE_VECTEUR
- u4.62.01: Operator MACR_ELEM_STAT
- u4.62.02: Operator DEPL_INTERNE
- u4.63.01: Operator CALC_CHAR_SEISME
- u4.63.02: Operator PRE_SEISME_NONL
- u4.63.03: Macro-command DEFI_PRES_EC8
- u4.63.11: Macro command PROJ_BASE
- u4.63.12: Operator PROJ_MATR_BASE
- u4.63.13: Operator PROJ_VECT_BASE
- u4.63.14: Operator PROJ_SPEC_BASE
- u4.63.22: Operator REST_SPEC_PHYS
- u4.63.31: Operator REST_GENE_PHYS
- u4.63.32: Operator REST_SOUS_STRUC
- u4.63.33: Operator REST_COND_TRAN
- u4.63.34: Operator REST_SPEC_TEMP
- u4.63.35: Operator REST_MODE_NONL
- u4.63.36: Operator POST_GENE_PHYS
- u4.64.01: Operator DEFI_INTERF_DYNA
- u4.64.02: Operator DEFI_BASE_MODALE
- u4.65.01: Operator MACR_ELEM_DYNA
- u4.65.02: Operator DEFI_MODELE_GENE
- u4.65.03: Operator NUME_DDL_GENE
- u4.65.04: Operator ASSE_MATR_GENE
- u4.65.05: Operator ASSE_VECT_GENE
- u4.65.11: Operator CREA_ELEM_SSD
- u4.65.12: Operator ASSE_ELEM_SSD
- u4.66.01: Operator CALC_MATR_AJOU
- u4.66.02: Operator CALC_FLUI_STRU
- u4.66.03: Operator CALC_FORC_AJOU
- u4.66.04: Operator CALC_CHAM_FLUI
- u4.66.11: Macro-command MACRO_MATR_AJOU
- u4.66.21: Operator MODI_BASE_MODALE
- u4.67.01: Operator DEFI_BASE_REDUITE
- u4.67.02: Operator DEFI_DOMAINE_REDUIT
- u4.67.03: Operator REST_REDUIT_COMPLET
- u4.71.00: Selecting one or more fields in a Data Structure RESULTAT
- u4.71.02: Operator RECU_TABLE
- u4.71.03: Operator RECU_GENE
- u4.71.04: Operator EXTR_RESU
- u4.71.05: Procedure EXTR_TABLE
- u4.71.06: Command EXTR_CONCEPT
- u4.72.01: Operator COMB_MATR_ASSE
- u4.72.04: Operator CREA_CHAMP
- u4.72.05: Operator PROJ_CHAMP
- u4.72.06: Operator PROD_MATR_CHAM
- u4.73.01: Operator PROJ_MESU_MODAL
- u4.73.02: Macro-command MACR_RECAL
- u4.74.01: Operator MODI_REPERE
- u4.75.01: Macro-command CALC_THERMECA_MULT
- u4.81.03: Operator CALC_CHAM_ELEM
- u4.81.04: Operator CALC_CHAMP
- u4.81.05: Operator POST_CHAMP
- u4.81.06: Operator CALC_ERREUR
- u4.81.07: Operator POST_ERREUR
- u4.81.08: Operator POST_BEREMIN
- u4.81.13: Operator MACR_LIGN_COUPE
- u4.81.21: Operator POST_RELEVE_T
- u4.81.22: Operator POST_ELEM
- u4.81.23: Operator POST_COQUE
- u4.81.24: Operator CALC_COUPURE
- u4.81.41: Operator POST_BORDET
- u4.81.42: Operator CALC_FERRAILLAGE
- u4.81.43: Operator CALC_PRESSION
- u4.81.44: Operator COMBINAISON_FERRAILLAGE
- u4.81.45: Operator POST_COMBINAISON
- u4.81.52: Operator POST_FM
- u4.82.01: Operator DEFI_FOND_FISS
- u4.82.03: Operator CALC_G
- u4.82.04: Operator POST_RUPTURE
- u4.82.05: Operator POST_K1_K2_K3
- u4.82.06: Operator RECA_WEIBULL
- u4.82.07: Operator POST_K_BETA
- u4.82.08: Operator DEFI_FISS_XFEM
- u4.82.09: Macro-command CALC_GP
- u4.82.10: Operator CALC_G_XFEM
- u4.82.11: Operator PROPA_FISS
- u4.82.21: Operator POST_MAIL_XFEM
- u4.82.22: Operator POST_CHAM_XFEM
- u4.82.30: Operator POST_K_TRANS
- u4.82.41: Operator POST_JMOD
- u4.83.01: Operator POST_FATIGUE
- u4.83.02: Operator CALC_FATIGUE
- u4.83.11: Operator POST_RCCM
- u4.83.31: Operator COMB_FOURIER
- u4.84.01: Operator COMB_SISM_MODAL
- u4.84.02: Operator POST_DYNA_MODA_T
- u4.84.03: Operator POST_FATI_ALEA
- u4.84.04: Operator POST_DYNA_ALEA
- u4.84.05: Operator POST_USURE
- u4.84.11: Operator POST_DECOLLEMENT
- u4.84.21: Operator CALC_FORC_NONL
- u4.84.31: Command DEFI_SOL_EQUI
- u4.84.32: Command DEFI_CHAR_SOL
- u4.84.44: Operator POST_LIQUEFACTION
- u4.84.45: Macro-command POST_NEWMARK
- u4.84.46: Macro-command POST_ROCHE
- u4.84.47: Macro-command CALC_STAB_PENTE
- u4.85.01: Operator CALC_META
- u4.86.01: Procedure POST_ENDO_FISS
- u4.86.02: Macro-command POST_CZM_FISS
- u4.90.01: Macro-command CALC_ESSAI
- u4.90.02: Macro-command MACRO_EXPANS
- u4.90.03: Macro-command OBSERVATION
- u4.90.11: Operator CALC_MAC3COEUR
- u4.90.12: Operator POST_MAC3COEUR
- u4.90.13: Macro-command PERM_MAC3COEUR
- u4.90.21: Macro-command CALC_ESSAI_GEOMECA
- u4.90.31: Command COMBINAISON_CHARGE
- u4.91.01: Procedure IMPR_RESU in 'RESULTAT' and 'ASTER' formats
- u4.91.02: Procedure IMPR_GENE
- u4.91.03: Procedure IMPR_TABLE
- u4.91.04: Procedure IMPR_CONCEPT
- u4.91.11: Procedure IMPR_CO
- u4.91.12: Procedure INFO_RESU
- u4.91.21: Procedure IMPR_JEVEUX
- u4.92.01: Procedure TEST_RESU
- u4.92.02: Procedure TEST_FONCTION
- u4.92.03: Procedure TEST_TABLE
- u4.92.04: Procedure TEST_FICHIER
- u4.92.06: Procedure TEST_COMPOR
- u4.92.11: Procedure ENGENDRE_TEST
- u4.mk.10: Operator DEFI_FONC_ELEC
-
u7 - 24 documents
- u7.00.01: Operator EXEC_LOGICIEL
- u7.01.01: Procedure PRE_IDEAS
- u7.01.11: Procedure PRE_GIBI
- u7.01.31: Procedure PRE_GMSH
- u7.02.01: Operator LIRE_RESU
- u7.02.02: Operator LIRE_CHAMP
- u7.02.03: Operator LIRE_TABLE
- u7.02.11: Operator LIRE_PLEXUS
- u7.02.32: Operator LIRE_IMPE_MISS
- u7.02.33: Operator LIRE_FORC_MISS
- u7.02.34: Command DEFI_SOL_MISS
- u7.03.01: Macro-command MACR_ADAP_MAIL
- u7.03.02: Macro-command MACR_INFO_MAIL
- u7.03.03: Python methods for controlling GMSH
- u7.03.04: Macro-command CREA_LIB_MFRONT
- u7.03.12: Operator CALC_MISS
- u7.03.41: Procedure MACR_ECREVISSE
- u7.03.51: Macro-command RAFF_XFEM
- u7.03.71: U7.03.71 Macro-command RAFF_GP
- u7.04.33: Procedure IMPR_MACR_ELEM
- u7.04.51: Operator IMPR_OAR
- u7.05.01: Procedure IMPR_RESU in 'IDEAS' format
- u7.05.21: Procedure IMPR_RESU in 'MED' format
- u7.05.32: Procedure IMPR_RESU in 'GMSH' format