| Validation - V - 1055 documents |
| [V0.00.00] Classifying of the Validation documentation |
| [V0.01.001] MODEL01 - title of the test case (sketch for a validation document) restricted access |
| [V0.01.002] MODEL02 - title of the test case (sketch for a validation short document) restricted access |
| [V1.01.100] ZZZZ100 – Functions and formulas |
| [V1.01.101] ZZZZ101 - Validation of the operators AFFE_CARA_ELEM and POST_ELEM |
| [V1.01.102] ZZZZ102 – Reading accelerogram and oscillator spectrum |
| [V1.01.106] ZZZZ106 – Geometric criteria for DEFI_GROUP |
| [V1.01.107] RCCM01 - Operator POST_RCCM |
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[V1.01.108] ZZZZ108 - Test of the application interface Aster-MISS3D
restricted access |
| [V1.01.110] ZZZZ110 - Validation of the operator PROJ_CHAMP / ELEM (in 2D and wired) |
| [V1.01.111] ZZZZ111 - Validation of the operator DEFI_CABLE_BP |
| [V1.01.112] ZZZZ112 - Cylinder with variable pressure. Validation of LIRE_PLEXUS |
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[V1.01.114] ASPIC03 - operational Bypass in linear elasticity
restricted access |
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[V1.01.116] ASCOU05 - healthy elbow, linear elastic design
restricted access |
| [V1.01.118] ZZZZ118 - non regression testing of INCLUDE_MATERIAU restricted access |
| [V1.01.119] ZZZZ119 - PROJ_CHAMP for 3D surfaces |
| [V1.01.120] ZZZZ120 - Calculation of a bolt-flange assembly restricted access |
| [V1.01.121] ZZZZ121 – Mesh adaptation with HOMARD |
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[V1.01.122] ASPIC04 - fissured Bypass: short crack not emerging in inclined position, weld of the type 2, mesh only
restricted access |
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[V1.01.123] ASPIC05 - fissured Bypass: long crack not emerging in right position, weld of the type 1, penetrating bypass, mesh only
restricted access |
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[V1.01.124] ASPIC06 - Bypass with axisymmetric crack emerging in offsite skin in right position, weld of the type 2, mesh only
restricted access |
| [V1.01.126] ZZZZ126 - Validation of the operator CREA_CHAMP OPERATION : 'ASSE' |
| [V1.01.127] ZZZZ127 - Validation of the keyword LIAISON_MAIL of the command AFFE_CHAR_MECA |
| [V1.01.128] ZZZZ128 - Validation of the operators LIRE_TABLE and IMPR_TABLE |
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[V1.01.132] ASCOU06 - right Tube with transition from thickness to a slope and under-thickness, linear elastic design
restricted access |
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[V1.01.133] ASCOU07 - right Tube with transition thickness to two slopes and short circumferential crack, linear elastic design
restricted access |
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[V1.01.134] ASCOU08 - Coude with longitudinal long crack, linear elastic design
restricted access |
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[V1.01.135] ASCOU09 - Coude with circumferential long crack, linear elastic design
restricted access |
| [V1.01.136] ZZZZ136 – Validation of POST_RELEVE_T |
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[V1.01.138] ASCOU10 - Tube with axisymmetric under-thickness with the intersections Tube-Nozzle, linear elastic design
restricted access |
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[V1.01.139] ASCOU11 - Quart of elbow with axisymmetric under-thickness, mesh only
restricted access |
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[V1.01.140] ASCOU12 - Coude with on thickness and under-thickness with the same azimuth, linear elastic design
restricted access |
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[V1.01.141] ASCOU13 - Coude with extra thickness and elliptic under-thickness
restricted access |
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[V1.01.142] ASCOU14 - Coude with multiple under-thickness, linear elastic design
restricted access |
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[V1.01.143] ASCOU15 - Coude with longitudinal short crack in linear elasticity
restricted access |
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[V1.01.146] ASCOU18 - right Tube with transition thickness to a slope comprising an axisymmetric crack
restricted access |
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[V1.01.147] ASPIC07 - Bypass with weld of the type 1 and fissures long emerging in internal skin in position inclined in linear elasticity
restricted access |
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[V1.01.148] ASPIC08 - operational Bypass. Linear and elastic computation thermal linear
restricted access |
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[V1.01.149] ASPIC09 - Bypass with weld of the type 1 and fissures long tilted axisymmetric emerging in internal skin in position inclined in linear thermoelasticity
restricted access |
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[V1.01.157] ASCOU19 - Coude with a circumferential long crack emerging in internal skin
restricted access |
| [V1.01.159] ZZZZ159 - Identification of an elastoplastic behavior law from a tensile test |
| [V1.01.161] ZZZZ161 – Data transfer with the MED format |
| [V1.01.164] ZZZZ164 - Validation of the keyword TRANSLATION, ROTATION, MODI_BASE and ECHELLE of the MODI_MAILLAGE command |
| [V1.01.165] ZZZZ165 - LIRE_RESU in IDEAS format |
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[V1.01.166] ZZZZ166 - Computation of flow in thermal
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[V1.01.168] ASCOU16 - Coude with a longitudinal short crack, nonlinear thermoelastic computation
restricted access |
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[V1.01.169] ASCOU17 - Coude with longitudinal long crack
restricted access |
| [V1.01.175] ZZZZ175 - Coupling Aster and HOMARD on a non-linear problem with STAT_NON_LINE |
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[V1.01.177] ZZZZ177 - Validation of the operations on the arrays
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[V1.01.180] ZZZZ180 - analytical Tests related to the generation of random signals with GENE_FONC_ALEA
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| [V1.01.185] ZZZZ185 - Validation of the MODI_MAILLAGE command with SYMETRIE and of the PROJ_CHAMP command with DISTANCE_MAX |
| [V1.01.189] ZZZZ189 – Circumferential orientation by a Python loop |
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[V1.01.200] ZZZZ200 - Test of RIGI_PARASOL and RIGI_MISS_3D
restricted access |
| [V1.01.205] ZZZZ205 - Calculation of the kinetic energy of a rectangular plate |
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[V1.01.209] ASCOU20 - Coude with axisymmetric under-thickness, linear elastic design
restricted access |
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[V1.01.210] ASCOU21 - Coude with elliptic under-thickness, linear elastic design
restricted access |
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[V1.01.211] ASCOU22 - Coude with multiple under-thickness, linear elastic design
restricted access |
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[V1.01.212] ASCOU23 - Coude with a circumferential long crack emerging in internal skin
restricted access |
| [V1.01.215] ZZZZ215 – Coupling Code_Saturne and Code_Aster in 3D |
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[V1.01.218] ZZZZ218 - Validation of command MACR_ECREVISSE
restricted access |
| [V1.01.223] ZZZZ223 - Validation CREA_RESU / ASSE and AFFE_MATERIAU / AFFE_VARC / FONC_INST |
| [V1.01.224] ERREU01 - Error messages verification for the subroutines CALCUL and PRERES |
| [V1.01.225] ERREU02 – Verification for missing control variables |
| [V1.01.226] PYNL01 – Numerical integration of the VMIS_ISOT_LINE behavior law with the CALCUL command |
| [V1.01.229] ZZZZ229 - Validation of the command AFFE_CHAR_MECA / LIAISON_SOLIDE + TRAN + ANGL_NAUT |
| [V1.01.230] ZZZZ230 - Implementation of the "structural zoom" technique on a 2D problem |
| [V1.01.231] ZZZZ231 - Validation of the contact in initial geometry |
| [V1.01.234] ZZZZ234 - Reference values verification for the beams, rods, cables, discrete elements |
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[V1.01.235] PLEXU01 - Validation elementary of command CALC_EUROPLEXUS
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| [V1.01.237] ZZZZ237 - Validation of LIAISON_UNIL and TOLE_APPA |
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[V1.01.238] ZZZZ238 - normal Displacements imposed on curved sides of hexahedrons on 20 and 27 nodes
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| [V1.01.242] PERF001 - Calculation of elastic hollow ring subjected to internal pressure |
| [V1.01.243] PERF002 - Calculation of a thermo-elastic hollow ring subjected to thermal loading |
| [V1.01.244] PERF003 - modes of a square plate clamped on two sides |
| [V1.01.245] PERF004 - Calculation of elastoplastic hollow ring subjected to internal pressure |
| [V1.01.246] PERF005 - Hertz contact between two hemispheres |
| [V1.01.247] PERF006 – Dynamic sub-structuring : thin plate resting on the edges |
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[V1.01.248] PLEXU02 - Vérification of command CALC_EUROPLEXUS in multi-field
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| [V1.01.252] PERF008 - Elastic computation of a dolly subjected to thermal loading |
| [V1.01.255] ZZZZ255 - Validation of the TEST_MAIL option of the PROPA_FISS command |
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[V1.01.256] ZZZZ256 - Validation of the combination of asymmetric matrixes
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| [V1.01.257] ZZZZ257 - Error estimation for quantities of interest in fracture mechanics |
| [V1.01.258] ZZZZ258 - Validation of the keyword ETAT_INIT STAT_NON_LINE |
| [V1.01.259] ZZZZ259 - Mesh adaptation and boundary following in 2D |
| [V1.01.260] ERREU07 - Error messages during a prohibited change of constitutive law |
| [V1.01.261] ZZZZ261 - Validation of PROJ_CHAMP for 2D fields |
| [V1.01.262] PERF009 – Computation of an elastic RIS pump |
| [V1.01.263] PERF010 - Elastic computation a dolly in parallel |
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[V1.01.264] ZZZZ264 - Validation of command POST_ENDO_FISS
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| [V1.01.266] ZZZZ266 - Validation of the COOR_ELGA option of the CALC_CHAM_ELEM command |
| [V1.01.268] ZZZZ268 - Validation of POST_BORDET in 2D and 3D |
| [V1.01.269] PYNL02 - STAT_NON_LINE : separate comands for an elastic-plastic computation |
| [V1.01.271] ZZZZ271 - Validation of PROJ_CHAMP for 2D and 3D Gauss points fields |
| [V1.01.272] ZZZZ272 - Validation of EVOL_CHAR in THM |
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[V1.01.273] PERF011 - Elastic design of a cylinder
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| [V1.01.274] ZZZZ274 - Validation of a non-symmetric discrete finite element for a linear static calculation using MECA_STATIQUE |
| [V1.01.275] DISTR01A - Example of parametric study |
| [V1.01.276] ERREU08 - Error message in case of interpenetration |
| [V1.01.277] ERREU03 - Detection of a simple singularity in MECA_STATIQUE |
| [V1.01.278] ERREU04 - Detection of a simple singularity with separate commands |
| [V1.01.279] ERREU05 - Verification of the recovery of fatal errors in STAT_NON_LINE |
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[V1.01.280] ERREU06 - Vérification of the operation of the Nan in Code_Aster
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| [V1.01.281] ZZZZ281 - Compilation of the element catalog |
| [V1.01.282] ZZZZ282 - Validation of the definition of a crack on a grid DEFI_FISS_XFEM |
| [V1.01.283] ZZZZ283 - Validation of the use of a grid with a crack on an X-FEM mesh refined by HOMARD |
| [V1.01.284] ZZZZ284 - Validation of the CHAR_MECA_HYDR_R and CHAR_MECA_SECH_R options |
| [V1.01.285] ZZZZ285 - Validation of PROJ_CHAMP / Collocation |
| [V1.01.286] ZZZZ286 - Validation of movement imposed on an edge |
| [V1.01.287] ZZZZ287 - Validation of the POST_RUPTURE operator |
| [V1.01.288] PERF012 - Performance of elemental calculations in 3D |
| [V1.01.289] ZZZZ289 - Validation of the elemental matrices for the INCO elements |
| [V1.01.290] PERF013 - Performance of a modal analysis in parallel |
| [V1.01.291] ZZZZ291 - Validation of the NORME keyword of POST_ELEM |
| [V1.01.292] ZZZZ292 - Validation of SANS_GROUP_NO_FR |
| [V1.01.293] ZZZZ293 - Validation of the position of the sub-integration points of multi-fibers beams |
| [V1.01.294] ZZZZ294 - Validation of the position of the sub-integration points of 3D plates |
| [V1.01.295] ZZZZ295 - Validation of the position of the sub-integration points of 2D plates |
| [V1.01.296] ZZZZ296 - Validation of the position of the sub-integration points of pipes |
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[V1.01.298] ZZZZ298 - Validation data-processing of POST_K1_K2_K3
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[V1.01.299] ZZZZ299 - Vérification of the local coordinate systems
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[V1.01.301] SUPV001 - Vérification of the operation of INCLUDE
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[V1.01.302] SUPV002 - Vérification of the catalogues of messages
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[V1.01.303] ERREU09 - Validation of exception handling
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[V1.01.304] ZZZZ304 - Projection of a field by discontinuous elements ELNO
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[V1.01.305] ZZZZ305 - Validation of DEFI_CABLE_BP
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[V1.01.306] ZZZZ306 - PROJ_CHAMP / ECLA_PG
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[V1.01.307] ZZZZ307 - Validation data-processing of the parallelism of elementary computations and the assemblies
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[V1.01.308] ERREU10 - Validation of the stop for instability in STAT_NON_LINE
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[V1.01.309] ZZZZ309 - Validation of topological options ZONE_MAJ and TORE in DEFI_GROUP
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[V1.01.310] CRACK01 - Validation of Wizard Crack Analysis of the Aster modulus of Salome-Meca
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[V1.01.311] PERF014 - Contact between two plates in parallel
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[V1.01.312] PLEXU03 - Validation of the cables of prestressed in CALC_EUROPLEXUS
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[V1.01.313] ZZZZ313 - Test of checking of numpy/lapack
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[V1.01.314] ZZZZ314 - Validation data-processing of DEFI_FOND_FISS
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[V1.01.315] ZZZZ315 - Validation of command PROD_MATR_CHAM (real matrix)
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[V1.01.316] SUPV003 - Test of the supervisor
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[V1.01.317] ZZZZ317 - Génération of seismic signals with GENE_ACCE_SEISME
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[V1.01.318] ZZZZ318 - Validation of method SOUS_POINT_MATER of command PROJ_CHAMP
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[V1.01.319] ZZZZ319 - Validation data-processing of MACR_ADAP_MAIL
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[V1.01.320] PLEXU05 - prestressed reinforced concrete Plate under uniform pressure with model GLRC_DAMAGE
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[V1.01.322] ZZZZ322 - Validation of the second reading to format MED of a field ELGA
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[V1.01.323] ZZZZ323 - Validation of the printing of the local coordinate systems by IMPR_RESU/CONCEPT
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[V1.01.324] ERREU11 - Validation of action REAC_PRECOND
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[V1.01.325] ZZZZ325 - CALC_CHAMP / “SIRO_ELEM”
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[V1.01.326] ZZZZ326 - Validation of the printing of the subpoints to format MED
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[V1.01.327] PERF015 - Test of performance for the scalability of elementary computations
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[V1.01.328] ZZZZ328 - Validation of CALC_CHAMP / ENEL_ELEM
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[V1.01.329] ERREU12 - Validation of CONTACT_INIT with cutting
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[V1.01.330] ZZZZ330 - Validation of the computation of potential energy for the beam elements
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[V1.01.331] ZZZZ331 - Validation of the definition of the characteristics of shells/grids by functions of space
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[V1.01.332] ZZZZ332 - Validation of CREA_RESU/EVOL_VARC
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[V1.01.333] ZZZZ333 - Validation of MODI_REPERE
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[V1.01.334] ERREU13 - Validation of VERI_BORNE
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[V1.01.335] ERREU14 - Test of emission of the error messages for the command variables
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[V1.01.336] ZZZZ336 - Validation of the taking into account of the command variables at the subpoints
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[V1.01.337] ZZZZ337 - Vérification of INFO_MODE/ Parallel MACRO_MODE_MECA
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[V1.01.338] PERF016 - Performances of INFO_MODE/ Parallel MACRO_MODE_MECA
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[V1.01.339] ZZZZ339 - Validation of the computation of G with initial stresses in 3D
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[V1.01.340] ZZZZ340 - Validation of key word TEMP_CONTINUE for AFFE_CHAR_THER
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[V1.01.346] ZZZZ346 - Bifurcation of a right crack XFEM
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[V1.02.001] CENTE01 - CENTENARY. Validation of POST_ELEM option WEIBULL
restricted access |
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[V1.02.100] MAC3C01 - Coeur “TEST” of 5 fuel assemblies
restricted access |
| [V1.02.101] SSEP001 - Calculation of the load limit of a pipe with a nonuniform thickness |
| [V1.02.102] SSEP002 - Calculation of the load limit of a curved pipe with a nonuniform thickness |
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[V1.02.103] MAC3C02 - Validation of the modelization of the water blades at the beginning of cycle
restricted access |
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[V1.02.104] MAC3C03 - management of the permutation of the fuel assemblies
restricted access |
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[V1.02.105] MAC3C04 - Computational simulation of the behaviour of a fuel assembly
restricted access |
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[V1.03.111] ZMAT001 - Couplage Zmat-Code_Aster - test of tension shears
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[V1.03.112] ZMAT002 - Couplage Zmat-Code_Aster - test of thermoplasticity in simple tension
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[V1.03.113] ZMAT003 - Couplage Zmat-Code_Aster - use of a behavior user
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[V1.03.114] ZMAT004 - Comparaison between Code_Aster and ZMAT for the MONOCRISTAL into implicit
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[V1.03.115] ZMAT005 - Couplage Code_Aster - ZMAT in large deformation
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[V1.03.116] ZMAT006 - Couplage Zmat-Aster in plane stresses
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[V1.03.117] ZMAT007 - Comparaison between Code_Aster and Zmat- Tension on an aggregate with 10 grains
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[V1.03.118] PERFE01 - Non regression of the homogenized computation of type BZ of platform PERFECT
restricted access |
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[V1.03.119] PERFE02 - Non regression of the computation of tenacity on test-tube CT of platform PERFECT
restricted access |
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[V1.03.120] PERFE03 - Non regression of the computation of type aggregate of platform PERFECT
restricted access |
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[V1.03.121] ZMAT008 - multiple Tensions rotations in large deformation, isotropic hardening
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[V1.03.122] ZMAT009 - Shears simple in great transformations
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[V1.03.123] ZMAT010 - cubic Elasticité: comparison between Code_Aster and Zmat on an aggregate with 10 grains
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| [V1.03.124] UMAT001 - Test of the Code_Aster Umat interface for linear thermo-elasticity |
| [V1.03.125] UMAT002 - Test of the Code_Aster Umat interface for linear elasticity under multiaxial loading |
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[V1.03.126] MFRON01 - Test of the Code_Aster-MFront application interface with the models of Chaboche
restricted access |
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[V1.03.127] MFRON02 - Test of the Code_Aster-MFront application interface with damage models
restricted access |
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[V1.03.128] MFRON03 - Test of the Code_Aster-MFront application interface for models with orthotropy
restricted access |
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[V1.04.101] FETI001 - Validation of the basic architecture of a computation FETI
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[V1.04.102] FETI002 - Validation of the basic architecture of a computation FETI with rigid modes
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[V1.04.103] FETI003 - Validation of a computation FETI with simple Dirichlet
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[V1.04.104] FETI004 - Validation of a computation FETI with generalized Dirichlet
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[V1.04.105] FETI005 - Validation of a computation FETI with simple Dirichlet with the interface
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| [V1.04.106] FETI006 - Validation of a FETI calculation with nodal force and acceleration |
| [V1.04.107] FETI007 - Validation of the basic architecture of a FETI calculations on a cube with automatic partitioning |
| [V1.04.111] MUMPS01 - Validation of the MUMPS solver |
| [V1.04.116] PETSC01 - Validation of the PETSc solver in 3D linear elasticity |
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[V1.04.117] PETSC02 - Validation de PETSc with the distribution of the assembled matrix
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| [V1.10.104] GCPC002 - 3D cracked prismatic specimen |
| [V1.10.108] GCPC001 – CTJ25 specimen |
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[V1.10.113] ASCOU01 - Elastic design linear in a fissured elbow
restricted access |
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[V1.10.114] ASCOU02 - Coude with axisymmetric under-thickness, linear elastic design
restricted access |
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[V1.10.116] ASCOU03 - Coude with elliptic under-thickness, linear elastic design
restricted access |
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[V1.10.117] ZZZZ263 - Validation of simulation in civil engineer
restricted access |
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[V1.10.119] ELSA01 - seismic Analyse nonlinear of a line of pipework
restricted access |
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[V1.10.120] MISS01 - Validation of the MISS3D-Code_Aster sequence in the case of nuclear island EPR
restricted access |
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[V1.10.121] MISS02 - parametric Interaction structure-ground-structure between two ships of level
restricted access |
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[V1.10.122] MISS03 - Validation of the MISS3D_Code_Aster sequence in the case of the BK_PWR1300P'4
restricted access |
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[V1.10.123] MISS04 - Prise in account of the depression of a structure in interaction with the ground
restricted access |
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[V1.10.124] MISS05 - Implementation of the method of modal reduction in the MISS3D-Code_Aster sequence
restricted access |
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[V1.10.125] MISS06 - Validation of sequence MISS3D _Code_Aster for the dynamic separation of foundation in ISS by method of springs of ground
restricted access |
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[V1.10.126] MISS07 - Résolution harmonic of a cylinder ground dug in a semi-infinite homogeneous medium.
restricted access |
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[V1.10.127] MISS08 - Impédances of ground under a cylindrical foundation dug in a double-layered medium
restricted access |
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[V1.10.128] MISS09 - Impédances of ground under a rectangular foundation inserted in a homogeneous medium
restricted access |
| [V1.10.265] ZZZZ265 - Validation of the DYNA_NON_LINE command in parallel |
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[V1.10.301] ASCOU04 - fissured Coude, nonlinear thermoelastic computation
restricted access |
| [V1.10.302] ASPIC01 - Quilting cracks: cracks in the skin leading to long-house, in an inclined position, welding-type thermo-elasticity in a linear restricted access |
| [V1.10.303] ASPIC02 - Quilting cracks: Short crack, resulting in the outer skin, upright weld type 1 in linear elasticity restricted access |
| [V2.01.002] SDLD02 - mass-spring system with 8 degrees of freedom |
| [V2.01.004] SDLD04 - Transient response of a mass-spring system subjected to an imposed acceleration |
| [V2.01.021] SDLD21 - mass-spring system with viscous damper with 8 dof |
| [V2.01.022] SDLD22 – Transient analysis of a mass-spring system with a viscous damper with 8 dof |
| [V2.01.023] SDLD23 - System of masses and springs under random excitation |
| [V2.01.025] SDLD25 - mass-spring system with viscous damper proportional (spectral response) |
| [V2.01.027] SDLD27 - mass-spring system with 8 degrees of freedom with non-proportional viscous damping (modal analysis) |
| [V2.01.029] SDLD29 - Transient 8 DOF spring mass and viscous damping disproportionate |
| [V2.01.030] SDLD30 - seismic spectral response of a two masses and three springs supported multi- |
| [V2.01.031] SDLD31 - Validation elementary patterns in times of DYNA_NON_LINE |
| [V2.01.033] SDLD33 - seismic spectral response of a two masses - 4 multi-spring supported by two support groups decorrelated |
| [V2.01.034] SDLD34 - Release of a simple mass-spring |
| [V2.01.101] SDLD101 - simple oscillator under random excitation |
| [V2.01.102] SDLD102 - Under transitional structure: System 3-4 springs masses |
| [V2.01.103] SDLD103 - Seismic Response of a three masses and four springs supported multi- |
| [V2.01.104] SDLD104 - extrapolation of local measurements on a complete model (discrete) |
| [V2.01.105] SDLD105 - response to an earthquake of a sytème mass-spring with static correction |
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[V2.01.106] SDLD106 - Système masses spring with damping under harmonic vibration, harmonic oscillation
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| [V2.01.301] SDLD301 - seismic spectral response of a two masses and three springs multi-support (correlated or uncorrelated excitations) |
| [V2.01.313] SDLD313 - mass spring system with 2 DOF hysteretic damping |
| [V2.01.320] SDLD320 - Transient response of a free system of three masses and two springs under harmonic excitation |
| [V2.01.321] SDLD321 - transient dynamic response of a harmonic oscillator with variable damping |
| [V2.01.325] SDLD325 - transient dynamic response of a damped mass-spring system with 2 DOF |
| [V2.02.001] SDLL01 - simply supported short beam |
| [V2.02.002] SDLL02 - slender beam, clamped-free, folded on itself |
| [V2.02.004] SDLL04 - slender beam on two supports, coupled with a mass-spring system |
| [V2.02.006] SDLL06 - Transient response of a pole-free recessed |
| [V2.02.008] SDLL08 - Roasting plan beams (metal profiles) |
| [V2.02.009] SDLL09 - Vibration of a beam of slender rectangular variable (flush-free) |
| [V2.02.010] SDLL10 - variable rectangular beam (flush-recessed) |
| [V2.02.011] SDLL11 - thin circular ring free-free |
| [V2.02.014] SDLL14 - Modes of vibration of a thin pipe elbow |
| [V2.02.015] SDLL15 - slender beam, clamped-free, with eccentric mass or inertia |
| [V2.02.023] SDLL23 - Built-free beam subjected to an earthquake (spectral response) |
| [V2.02.100] SDLL100 - transient dynamic response of a beam in simple tension |
| [V2.02.101] SDLL101 - Vibration of a beam with prestress |
| [V2.02.102] SDLL102 - Portico subject to electrodynamic forces |
| [V2.02.104] SDLL104 - primary and secondary structures subjected to random excitation |
| [V2.02.105] SDLL105 - pipe subjected to random excitation source fluid |
| [V2.02.106] SDLL106 - beam subject to distributed random excitation |
| [V2.02.107] SDLL107 - Calculation transition of a beam under random excitation |
| [V2.02.108] SDLL108 - "coffee table" of NEUBERT |
| [V2.02.109] SDLL109 - Recipe of the reversal of the code by GC-LICE Code_Aster restricted access |
| [V2.02.110] SDLL110 - long beam cantilever overhang under fluid-elastic excitations and turbulent: ANL tests |
| [V2.02.112] SDLL112 - Seismic analysis of multi-supported beam (spectral response) |
| [V2.02.113] SDLL113 - Sub-structuring transitional dynamics: a simple beam in tension |
| [V2.02.115] SDLL115 - Structure subject to fluid excitation forces and moments like one-time restricted access |
| [V2.02.116] SDLL116 - beam subjected to turbulent excitation spread restricted access |
| [V2.02.117] SDLL117 - beam subject to multiple areas of fluid-elastic excitations and random transverse |
| [V2.02.118] SDLL118 - beam subject to axial excitation fluide_élastique |
| [V2.02.119] SDLL119 - Beam-beam excitation in fluid-elastic axial |
| [V2.02.120] SDLL120 - Tube under excitation axial fluid-elastic damping fluid at rest restricted access |
| [V2.02.121] SDLL121 - Beam tube with a grid under excitation axial fluid-elastic restricted access |
| [V2.02.123] SDLL123 - Frequency of a shaft with simplified gyroscope |
| [V2.02.124] SDLL124 - Campbell Diagram of a beam with 3 discs submitted to the gyroscope |
| [V2.02.125] SDLL125 - Campbell Diagram of a beam with 2 discs and 2-stage non-symmetrical |
| [V2.02.126] SDLL126 - Transient response of a beam with three rotating disks subject to the gyroscope |
| [V2.02.127] SDLL127 - Shaft with rotor circular section variable |
| [V2.02.128] SDLL128 - Line of trees with characteristics of levels depending on the speed |
|
[V2.02.129] SDLL129 - Diagramme of Campbell of a beam in rotation with 3 asymmetric discs and 2 bearings subjected to the gyroscopy with taking into account of variable characteristics according to rotational speed
|
| [V2.02.130] SDLL130 - Seismic Response of a reinforced concrete beam (rectangular) to linear behavior |
| [V2.02.131] SDLL131 - Calculation of seismic pipe VVP. Aster-comparison SYSPIPE restricted access |
| [V2.02.132] SDLL132 - Methods associated with a frame beams multi-fiber |
| [V2.02.133] SDLL133 - Calculation of prestressed normal modes of a bladed wheel |
| [V2.02.134] SDLL134 - Connors method to analyze the vibrational behavior of tubes GV restricted access |
| [V2.02.135] SDLL135 - Dynamic Response of a beam-pipe built-Free |
| [V2.02.137] SDLL137 - Modification of a structural beam |
| [V2.02.140] SDLL140 - Calculation of eigenmodes of a beam with 3 discs, subject to the gyroscopic effect |
| [V2.02.141] SDLL141 - Natural frequencies of a beam only, subject to the gyroscopic effect |
|
[V2.02.144] SDLL144 - Transient velocity of a beam in rotation with a disc
|
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[V2.02.146] SDLL146 - Validation of the elements “bars” in dynamics
|
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[V2.02.147] SDLL147 - Simple vertical beam mounted on a spring subjected to an earthquake
|
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[V2.02.148] SDLL148 - definition of an analytical inter-spectrum of excitation on a beam and projection on modal base
|
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[V2.02.149] SDLL149 - Computation seismic of pipework BM3 (test NRC)
|
| [V2.02.311] SDLL311 - transient dynamic response of a beam in tension under displacement imposed |
| [V2.02.400] SDLL400 - beam vibration with eccentric center of torsion |
| [V2.02.401] SDLL401 - straight beams inclined at 20 °, subjected to sinusoidal efforts |
| [V2.02.403] SDLL403 - Vibrations of a rotating pendulum |
|
[V2.02.501] SDLL501 - short cantilever under excitations fluid-elastic and turbulent Beam: tests ANL
restricted access |
|
[V2.02.502] SDLL502 - average cantilever under excitations fluid-elastic and turbulent Beam: tests ANL
restricted access |
|
[V2.02.503] SDLL503 - embed-free under excitations fluid-elastic and turbulent Beam: tests AECL
restricted access |
|
[V2.02.504] SDLL504 - small-scale Model of bow-piece of GV under diphasic excitations fluid-elastic and turbulent: tests CLOTAIRE
restricted access |
|
[V2.02.505] SDLL505 - Beam bi--embedded under excitations fluid-elastic and turbulent: tests INDIGO 1
restricted access |
|
[V2.02.506] SDLL506 - Beam multimedia under excitations fluid-elastic and turbulent: tests INDIGO 2
restricted access |
|
[V2.02.507] SDLL507 - Beam mounted on flexible under excitations fluid-elastic and turbulent blade: tests DIVA
restricted access |
|
[V2.02.508] SDLL508 - Beam mounted on piano wire under excitations fluid-elastic and turbulent: tests VISCACHE 1
restricted access |
| [V2.03.001] SDLS01 - thin square plate, free at the edge or flush |
| [V2.03.002] SDLS02 - diamond thin plate flush to the edge |
| [V2.03.003] SDLS03 - thin rectangular plate simply supported at the edges |
| [V2.03.004] SDLS04 - Sub-ring structure: thin annular plate embedded in its hub |
| [V2.03.007] SDLS07 - modes of a thin spherical shell |
| [V2.03.008] SDLS08 - modes of a square plate calculated based on reduced |
| [V2.03.100] SDLS100 - Study mesh on a thin square plate |
| [V2.03.102] SDLS102 - Vibration of a blade-free compression |
| [V2.03.103] SDLS103 - coaxial shells in annular flow: inertial coupling between modes |
| [V2.03.104] SDLS104 - coaxial shells in écoulementannulaire |
| [V2.03.105] SDLS105 - flat plate subjected to a homogeneous turbulence |
| [V2.03.106] SDLS106 - Calculation of plate modal substructuring with Ritz basis |
| [V2.03.108] SDLS108 - Using the option RIGI_PARASOL as part of an EPR study restricted access |
| [V2.03.109] SDLS109 - frequency of a thick cylindrical ring |
| [V2.03.111] SDLS111 - Sub-dynamic structure: triangular plate |
| [V2.03.112] SDLS112 - Extrapolation of measurements on a 2D model (test GARTEUR) |
| [V2.03.113] SDLS113 - Plaque plane strain under pressure harmonic |
| [V2.03.114] SDLS114 - Calculation of stress intensity factors of a cracked plate by modal recombination |
| [V2.03.115] SDLS115 - Comparison with the analytical solution of a plate in tension |
| [V2.03.116] SDLS116 - Plate load transient dynamic treated explicitly. |
| [V2.03.118] SDLS118 - Response of a rigid circular foundation to a seismic excitation variable space restricted access |
| [V2.03.119] SDLS119 - Plaque on supports subjected to an acceleration of Ricker (time-frequency method) |
| [V2.03.120] SDLS120 - 2D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal |
| [V2.03.121] SDLS121 - resetting the parameters of a dynamic model for modal analysis |
|
[V2.03.122] SDLS122 - Modal analysis of a plate lean on its corners - Sous structuring
|
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[V2.03.123] SDLS123 - Straight beam with damping of Rayleigh (behavior elastic
|
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[V2.03.124] SDLS124 - Plate offset in bending under dynamic loading
|
| [V2.03.139] SDLS139 - identification effort fluids on a wire frame |
| [V2.03.300] SDLS300 - Air cooler subjected to ground excitation |
| [V2.03.501] SDLS501 - Free Vibrations of a corrugated sheet |
| [V2.03.502] SDLS502 - square plate "solid" simply supported |
| [V2.03.503] SDLS503 - bending vibration of a sandwich beam |
| [V2.03.504] SDLS504 - lateral buckling of a beam (spill) |
| [V2.03.505] SDLS505 - Buckling of a cylindrical shell under external pressure |
| [V2.04.100] SDLV100 - Vibration of a beam of slender rectangular variable (flush-free) |
| [V2.04.111] SDLV111 - Homogenization of a network of beams in an incompressible fluid |
| [V2.04.120] SDLV120 - Absorption of a compression wave in an elastic bar |
| [V2.04.121] SDLV121 - plane shear wave in an elastic column |
| [V2.04.122] SDLV122 - extrapolation of local measurements on a complete model (3D) |
|
[V2.04.123] SDLV123 - elastodynamic Computation of G in infinite medium for a crack planes finite length
|
| [V2.04.124] SDLV124 - keypad volume under pressure harmonic |
| [V2.04.129] SDLV129 - Calculation fatigue vibration of a blade fan |
| [V2.04.130] SDLV130 - 3D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal |
| [V2.04.131] SDLV131 - Simulation of a strain gauge by the command OBSERVATION |
| [V2.04.132] SDLV132 - Consideration by sub-structuring, a generalized mass in a calculation of modal line of trees |
| [V2.04.401] SDLV401 - Sphere full free-free |
| [V2.04.402] SDLV402 - Sub-structure dynamics: inconsistent and mesh mode |
| [V2.05.001] SDLX01 - Bending of a symmetric portal |
| [V2.05.002] SDLX02 - Piping: Problem Hovgaard. Spectral analysis |
| [V2.05.003] SDLX03 - Assembly of thin rectangular plates braced |
| [V2.05.100] SDLX100 - Transient response of a plate with a pressure field resulting from ENSIGHT |
| [V2.05.300] SDLX300 - Piping subjected to excitation displacement, velocity, acceleration |
| [V2.05.301] SDLX301 - Building floor-column subjected to an asymmetrical horizontal excitation |
| [V2.05.302] SDLX302 - beams fixed and concentrated mass subjected to a force transverse random |
| [V2.06.100] SHLL100 - Frequency response of a bar for dynamic substructuring |
| [V2.06.101] SHLL101 - straight beams. Harmonic analysis |
| [V2.06.102] SHLL102 - Frequency response of a beam with 3 discs, subject to the gyroscopic effect |
| [V2.06.103] SHLL103 - Frequency response of a rotor with two disks and two non-symmetrical levels, subject to the gyroscopic effect |
| [V2.06.200] SHLS200 - probabilistic nonparametric model: Frequency response of a plate sub-structured |
| [V2.07.100] SHLV100 - Frequency response of a hollow cylinder in plane strain |
| [V2.08.011] FORMA11 - Practical training dynamic modal analysis |
| [V2.08.012] FORMA12 - Practical training with dynamic analysis Code_Aster |
| [V3.01.010] SSLL10 - gantry side links |
| [V3.01.011] SSLL11 - Lattice articulated bars under point load |
| [V3.01.012] SSLL12 - Lattice bars under three solicitations |
| [V3.01.014] SSLL14 - Portico plan articulated in foot |
| [V3.01.100] SSLL100 - Structure symmetrical beams with an elbow |
| [V3.01.101] SSLL101 - Piping: Problem Hovgaard |
| [V3.01.102] SSLL102 - clamped beam subjected to unit efforts |
| [V3.01.103] SSLL103 - Elastic Buckling of an angle |
| [V3.01.104] SSLL104 - initial deformation in a straight beam |
| [V3.01.105] SSLL105 - elastic buckling of a structure in L |
| [V3.01.106] SSLL106 - straight pipe |
| [V3.01.107] SSLL107 – Validation of MACR_CARA_POUTRE |
| [V3.01.108] SSLL108 - 2D discrete elements |
| [V3.01.110] SSLL110 - System of 3 U bars under self weight |
| [V3.01.111] SSLL111 - Static Response of a reinforced concrete beam (section T) to linear behavior |
| [V3.01.112] SSLL112 - circular arch under uniform pressure |
| [V3.01.113] RCCM02 - Validation POST_RCCM option FATIGUE_B3600 restricted access |
| [V3.01.115] RCCM03 - Line of the pressurizer spray restricted access |
| [V3.01.116] SSLL116 - 3D mesh reinforced |
| [V3.01.117] SSLL117 - Validation of the second gradient models |
| [V3.01.118] SSLL118 - clamped beam subjected to a movement defined in local coordinate |
|
[V3.01.119] SSLL119 - Beams subjected to moments distributed
|
| [V3.01.400] SSLL400 - beam of variable section, subject to ad hoc efforts or distributed |
| [V3.01.402] SSLL402 - Ring wrench |
| [V3.01.403] SSLL403 - Buckling of a beam under the influence of its own weight |
| [V3.01.404] SSLL404 - Buckling of an arch |
| [V3.01.501] SSLL501 - Piping VVP. Aster-comparison SYSPIPE restricted access |
| [V3.02.001] SSLP01 - plate bending and shear in its plane |
| [V3.02.100] SSLP100 - Crosse sub-static structure |
| [V3.02.101] SSLP101 - energy release rate in plane stress |
| [V3.02.102] SSLP102 - Rate of energy release with initial deformation (Lagrangian propagation) |
| [V3.02.103] SSLP103 - Calculation of stress intensity factors KI and KII for a circular plate cracked in linear elasticity |
| [V3.02.105] SSLP105 - Excavation of a circular tunnel in a linear elastic solid |
| [V3.02.106] SSLP106 - rectangular solid in pure bending (test items embedded in QUAD4) |
|
[V3.02.109] SSLP109 - Validation of a functionality of option DDL_STAB
|
|
[V3.02.111] FORMA05 - Hands-on training of advanced training “Utilisation”: plate fissured in tension
|
|
[V3.02.112] FORMA06 - Hands-on training of advanced training “Utilisation”: plate multi-fissured in tension
|
|
[V3.02.113] SSLP113 - Relations of the type RBE3 enters a square and discrete
|
|
[V3.02.114] SSLP114 - semi-infinite plane Crack
|
|
[V3.02.115] SSLP115 - Computation of the rate of energy restitution of a disc fissured in the presence of initial stresses
|
|
[V3.02.116] SSLP116 - square Plate in bending - constant variation in temperature
|
|
[V3.02.117] SSLP117 - square Plate in bending - variable variation in temperature
|
| [V3.02.200] SSLP200 - Mechanical Linear D_PLAN |
| [V3.02.201] SSLP201 - Mechanical Linear C_PLAN |
| [V3.02.303] SSLP303 - Plate is at odds loaded at its end |
| [V3.02.304] SSLP304 - square orthotropic plate in uniaxial tension out of the axes of orthotropy |
| [V3.02.305] SSLP305 - Hard thin support under concentrated load |
| [V3.02.310] SSLP310 - pressurized crack in an area plan unlimited |
| [V3.02.311] SSLP311 - Biblio_65. Oblique central crack in a finite rectangular plate, two materials, subjected to uniform traction |
| [V3.02.313] SSLP313 - inclined crack in a plate unlimited, subject to uniform tension at infinity |
| [V3.02.315] SSLP315 - Propagation of cracks emerging in a perforated plate of finite width with 2D X-FEM |
| [V3.02.317] SSLP317 - Validation of the macro-control on a plate RAFF_XFEM multi-cracked |
| [V3.02.318] SSLP318 - Propagation of a crack X-FEM non-emergent solicited mode I |
| [V3.02.319] SSLP319 - Propagation of two cracks X-FEM grooved requested mode I |
| [V3.02.320] SSLP320 - Propagation of a crack X-FEM emergent sought in Mode I |
| [V3.02.321] SSLP321 - Propagation of X-FEM crack in a plate in 3 point bending |
| [V3.02.322] SSLP322 - Propagation of a crack X-FEM in a 3-point bending plate with 3 holes |
| [V3.02.323] SSLP323 - radial propagation of a crack leading to a rotating disk |
|
[V3.02.326] FORMA01 - Hands-on training of training “Initiation”: computation of a plate perforated out of elastic and mesh adaptation
|
| [V3.03.007] SSLS07 - thin cylinder under uniform axial load |
| [V3.03.009] SSLS09 - thin cylinder under self-weight |
| [V3.03.020] SSLS20 - Hull cylindrical pinch edges to free |
| [V3.03.027] SSLS27 - thin plate bent or twisted |
| [V3.03.100] SSLS100 - recessed circular plate subjected to uniform pressure |
| [V3.03.101] SSLS101 - raised circular plate subjected to uniform pressure |
| [V3.03.104] SSLS104 - cylindrical shell with diaphragm pinch |
| [V3.03.105] SSLS105 - doubly pinched hemisphere |
| [V3.03.107] SSLS107 - cylindrical panel under its own weight |
| [V3.03.108] SSLS108 - helical shell under concentrated load |
| [V3.03.110] SSLS110 - Stability of a compressed square plate |
| [V3.03.111] SSLS111 - Excentremement simple plate |
| [V3.03.112] SSLS112 - Eccentricity of composite plates |
| [V3.03.113] SSLS113 - Eccentricity plate homogenized |
| [V3.03.114] SSLS114 - Not regression quarter of cylindrical shell |
| [V3.03.115] SSLS115 - composite square plate under uniform pressure |
| [V3.03.116] SSLS116 - Eccentricity plate. Membrane loading of a plate eccentrically |
| [V3.03.117] SSLS117 - Eccentricity plates unsymmetrical |
| [V3.03.118] SSLS118 - raised square plate subjected to sinusoidal pressure |
| [V3.03.119] SSLS119 - Hook recessed subject to a shear force at the end |
| [V3.03.120] SSLS120 - thin cylindrical shell under hydrostatic pressure |
| [V3.03.121] SSLS121 - laminated plate subjected to loads elementary |
| [V3.03.122] SSLS122 - homogeneous isotropic rectangular plate eccentric |
| [V3.03.123] SSLS123 - Sphere uniform external pressure |
| [V3.03.124] SSLS124 - beam deflection with various shooting |
| [V3.03.125] SSLS125 - Buckling of a cylinder under external pressure free |
| [V3.03.126] SSLS126 - Flexion of a reinforced concrete slab (model GLRC_DAMAGE) supported on both sides: elastic beam system |
| [V3.03.127] SSLS127 - Flexion of a reinforced concrete slab (model GLRC_DAMAGE) supported on four sides: system of elastic plate |
| [V3.03.128] SSLS128 - Static calculation of a plate composed of layers |
| [V3.03.129] SSLS129 - Corrugated subjected to sinusoidal loading forces per unit length |
| [V3.03.130] SSLS130 - structural Zoom: perforated plate subjected to a normal force on an edge |
| [V3.03.131] DEMO006 - Optimizing the radius of curvature of a curved pipe |
| [V3.03.132] SSLS132 - plate bending loading console |
| [V3.03.133] SSLS133 - bending plate of variable thickness |
| [V3.03.134] SSLS134 - Calculation of reinforcement and CAPRA MAURY: analytic case |
| [V3.03.135] SSLS135 - Calculation of reinforcement and CAPRA MAURY: calculation of a tank under pressure |
|
[V3.03.136] SSLS136 - Relations of the type RBE3 enters a plate and discrete
|
|
[V3.03.137] SSLS137 - prestressed concrete Plate with a excentré cable in bending
|
|
[V3.03.138] SSLS138 - Sollicitation of a membrane
|
|
[V3.03.139] SSLS139 - Bending of a plate with simplified representation of reinforcements
|
|
[V3.03.140] FORMA40 - Hands-on training - training “Civil engineer”: study of a plate comforts subjected to gravity and bending
|
|
[V3.03.141] SSLS141 - shears and Flexbeam
|
| [V3.03.200] SSLS200 - Mechanical linear modeling shell |
| [V3.03.501] SSLS501 - infinitely long cylinder subjected to two load lines |
| [V3.03.502] SSLS502 - orthotropic cylinder subjected to a load line |
| [V3.03.503] SSLS503 - laminated plate bending simply supported antisymmetric stacking |
| [V3.03.504] SSLS504 - square plate composite of three layers, subjected to a double sinusoidal loading |
| [V3.04.004] SSLV04 - hollow cylinder plane stress |
| [V3.04.007] SSLV07 - Stretching of a parallelepiped under its own weight |
| [V3.04.100] SSLV100 - hollow cylinder plane strain |
| [V3.04.104] SSLV104 - beam rotation |
| [V3.04.105] SSLV105 - centrifugal stiffening of a beam rotating |
| [V3.04.109] SSLV109 - full cylinder pressure non-uniform mode 1 |
| [V3.04.110] SSLV110 - elliptical crack in an unbounded |
| [V3.04.111] SSLV111 - Estimator error on a perforated plate in linear elasticity |
| [V3.04.113] SSLV113 - Estimator error on a hollow cylinder bi-material |
| [V3.04.114] SSLV114 - Movement of solid 2D and 3D |
| [V3.04.115] SSLV115 - Element of prestressed concrete in compression and gravity |
|
[V3.04.117] SSLV117 - Validation of the modelization second gradient of dilation in 3D
|
| [V3.04.120] SSLV120 - stretching of a rectangular orthotropic under its own weight |
| [V3.04.121] SSLV121 - Stretching of a transverse isotropic parallelepiped under its own weight |
| [V3.04.130] SSLV130 - hollow cylinder incompressible |
| [V3.04.131] SSLV131 - orthotropy in a coordinate any |
| [V3.04.134] SSLV134 - circular crack in an infinite medium |
| [V3.04.135] SSLV135 - fatigue damage under biaxial loading alternated |
| [V3.04.136] RCCM04 - POST_RCCM FATIGUE_B3200 on a sub-thickness longitudinal elbow VVP restricted access |
| [V3.04.137] RCCM05 - POST_RCCM FATIGUE_B3200 on the right side PSV restricted access |
| [V3.04.138] RCCM06 RCCM-test on the RRS N4 restricted access |
| [V3.04.139] SSLV139 - Buckling of a circular plate subjected to a compressive force uniformly distributed over its contour |
| [V3.04.140] SSLV140 - Calculation of effective modules for Python method |
| [V3.04.141] RCCM07 - POST_RCCM (unitary) on the line in the circuit RCV restricted access |
| [V3.04.142] RCCM08 - calculus RCC-M-type structure with the stitching method UNIT restricted access |
| [V3.04.147] RCCM09 - Operator POST_RCCM: Boot factor calculation |
| [V3.04.148] SSLV146 - Cube full strengthened by reinforcements under triaxial loading |
| [V3.04.149] RCCM10 - Validation of the option FATIGUE POST_RCCM with situations of transition between groups restricted access |
| [V3.04.150] RCCM11 - POST_RCCM: calculation of a fatigue pitting AER / ASG restricted access |
| [V3.04.153] SSLV153 - Error Indicators - Knits and volume functions |
| [V3.04.154] SSLV154 - circular cracks in mixed mode |
| [V3.04.155] SSLV155 - Crack lens traction |
|
[V3.04.156] FORMA07 - Hands-on training of advanced training “Utilisation”: fissure circular in infinite medium
|
|
[V3.04.157] SSLV157 - Relations of the type RBE3 enters a cube and discrete
|
|
[V3.04.158] RCCM12 - Validation of POST_RCCM with standard history design
restricted access |
| [V3.04.200] SSLV200 - Mechanical 3D linear |
| [V3.04.301] SSLV301 - console cylindrical beam linearly distributed load |
| [V3.04.303] SSLV303 - Cylinder built in self-weight and pressure |
| [V3.04.306] SSLV306 - Beam 3D restraints |
| [V3.04.307] SSLV307 - oblique cylinder under uniform axial load |
| [V3.04.311] SSLV311 - Murakami 9.39. Crack quarter-ellipse at the corner of a thick disk rotating |
| [V3.04.314] SSLV314 - Propagation of a crack opens out flat with X-FEM |
| [V3.04.315] SSLV315 - non-planar propagation of a crack opens out with X-FEM |
| [V3.04.316] SSLV316 - Cracking spreading imposed with X-FEM |
| [V3.04.318] SSLV318 - X-FEM crack in a rectangular cube |
|
[V3.04.319] SSLV319 - Propagation planes of a semi-elliptic crack
|
|
[V3.04.320] SSLV320 - Propagation planes of a crack 3D dividing and amalgamating with X-FEM
|
| [V3.05.100] SSLX100 - 3D Mix - Hull - Beam Bending |
| [V3.05.101] SSLX101 - straight pipe modeled shells and beams |
| [V3.05.102] SSLX102 - Piping elbow flexion |
|
[V3.05.103] SSLX103 - Bending of a reinforced concrete 3D beam with reinforcements modelized by bars
|
| [V3.06.100] SSLA100 - infinite cylinder subjected to a force field volume and surface |
| [V3.06.103] SSLA103 - Calculation of drying shrinkage and autogenous shrinkage of a cylinder |
| [V3.06.104] DEMO005 - thin cylinder under hydrostatic pressure |
| [V3.06.200] SSLA200 - Mechanical 2D Linear AXIS |
| [V4.01.001] TPLA01 - low infinite cylinder in thermal equilibrium |
| [V4.01.004] TPLA04 - Release of power in a hollow cylinder |
| [V4.01.005] TPLA05 - Barre cylindrical flux density |
| [V4.01.006] TPLA06 - Barre cylindrical convection |
| [V4.01.007] TPLA07 - orthotropic hollow cylinder |
| [V4.01.300] TPLA300 - circular plate subjected to a heat source density |
| [V4.01.301] TPLA301 - Distribution of temperature in a short cylinder |
| [V4.02.001] TPLL01 - Wall infinite plane in linear thermal |
| [V4.02.100] TPLL100 - Wall plan anisotropic thermal steady |
| [V4.02.101] TPLL101 - Joule heating of a hollow cylinder |
| [V4.03.100] TPLS100 - infinite plate subjected to flow antisymmetric |
| [V4.03.101] TPLS101 - infinite plate subjected to a symmetric heat exchange with the outside |
|
[V4.03.102] TPLS102 - thick Beam in plane stresses - linear temperature variation according to the width
|
| [V4.03.302] TPLS302 - Distribution of temperature in a thin plate |
| [V4.04.006] TPLV06 - Release of power in a hollow sphere |
| [V4.04.007] TPLV07 - Cube orthotropic |
| [V4.04.100] TPLV100 - Cylinder subjected to non-axisymmetric boundary conditions |
| [V4.04.101] TPLV101 - Thermal stationary condition with exchange between opposite walls |
| [V4.04.102] TPLV102 - Transport of heat by convection in a parallelepiped |
| [V4.04.103] TPLV103 - Cylinder infinite anisotropic thermal steady |
| [V4.04.105] TPLV105 - Thermal nonlinear stationary moving frame: simulation of the test Varestrain |
| [V4.04.106] TPLV106 - Thermal nonlinear stationary moving frame |
| [V4.04.304] TPLV304 - Distribution of temperature in a square bar |
| [V4.04.305] TPLV305 - Thermal Gradient in a cylinder (Fourier) |
| [V4.05.001] TPLP01 - Domaine L with geometric singularity |
| [V4.05.002] TPLP02 - Square orthotropic |
|
[V4.05.107] TPLP107 - Méthode of the solutions manufactured in thermal 2D
|
| [V4.05.300] TPLP300 - rectangular plate: convection, imposed temperature |
| [V4.05.301] TPLP301 - square plate with imposed temperature sinusoidally distributed |
| [V4.05.302] TPLP302 - rectangular plate with imposed temperature |
| [V4.05.303] TPLP303 - Distribution of temperature in the section of a chimney |
|
[V4.05.305] TPLP305 - Barreau with temperatures imposed with adiabatic application interface of type X-FEM
|
|
[V4.19.203] TTLA203 - Cylindre with temperatures imposed with adiabatic crack
|
| [V4.20.200] TTNA200 - Thermal linear and nonlinear 2D AXIS |
| [V4.21.001] TTLL01 - Thermal shock of an infinite wall |
| [V4.21.100] TTLL100 - Thermal shock on a flat wall with exchange condition |
| [V4.21.301] TTLL301 - Heat transfer in a bar with temperature imposed (sinusoidal) |
| [V4.21.303] TTLL303 - Heat transfer in a bar with internal heat generation |
| [V4.22.002] TTNL02 - Transient Thermal Phase Change |
| [V4.22.003] TTNL03 - Thermo-hydration. Simulation of an adiabatic test |
|
[V4.22.100] TTNL100 - thermal Source nonlinear, homogeneous solution in space
|
|
[V4.22.101] TTNL101 - thermal Source nonlinear in a bar
|
| [V4.22.302] TTNL302 - Wall infinite subject to a constant flow with variable properties |
| [V4.22.303] TTNL303 - Wall infinite subject to a temperature jump with variable properties |
| [V4.23.100] TTLP100 - Exchange-wall thermal transient |
|
[V4.23.101] TTLP101 - Plate fissured with temperatures imposed with condition of exchange through the lips of crack
|
| [V4.23.300] TTLP300 - Heat transfer in a metal bar orthotropic |
| [V4.23.301] TTLP301 - Heat transfer in a perforated plate |
| [V4.23.302] TTLP302 - Heat transfer in a domain with geometric singularities Plan |
| [V4.23.303] TTLP303 - Heat transfer in an orthotropic plate: temperature imposed |
| [V4.23.304] TTLP304 - Heat transfer in an orthotropic plate: flow imposed |
| [V4.24.001] TTNP01 - Stefan problem with lumps elements - QUAD9 |
| [V4.24.200] TTNP200 - Thermal linear and nonlinear 2D PLAN |
| [V4.24.201] TTNP201 - Heat transfer with time-dependent conductivity |
| [V4.25.001] TTLV01 - Sphere: heat transfer by convection |
| [V4.25.100] TTLV100 - Thermal shock in a pipe with exchange condition |
| [V4.25.300] TTLV300 - Parallelepiped subjected to a flux density of its sides |
| [V4.25.301] TTLV301 - Parallelepiped subjected to a temperature imposed on its faces |
|
[V4.26.101] TTNV101 - Séchage of the concrete - identification of the parameters on the curve of loss of mass
|
| [V4.41.001] TPNA01 - Problem with axisymmetric stationary radiation |
| [V4.41.300] TPNA300 - Tube furnace with variable conductivity |
| [V4.42.300] TPNL300 - Heat transfer with one-dimensional radiation |
| [V4.42.301] TPNL301 - Thermo-hydration of a concrete cylinder |
| [V4.43.001] TPNV01 - hollow sphere: convection, radiation |
| [V4.61.100] MTLP100 - Heating and quenching of an infinite bar with a square section |
| [V4.61.101] MTLP101 – Metallurgical calculation for zircaloy |
| [V4.61.102] MTLP102 – Metallurgical calculation for a steel taking into account the grain size |
| [V4.61.103] MTLP103 - Quenching of a cylindrical bar made of 16MND5 steel |
| [V5.01.100] SDND100 - Release of a shoe rub with friction-type Coulomb |
| [V5.01.101] SDND101 - Release of a mass spring system with shock |
| [V5.01.102] SDND102 - seismic response of a nonlinear mass-spring multi-supported |
| [V5.01.103] SDND103 - Post subject to an axial dynamic load |
| [V5.01.104] SDND104 - Calculation of the power of mass friction wear under seismic excitation harmonic |
| [V5.01.105] SDND105 - shock of a material point against a wall with plastic buckling |
| [V5.01.106] SDND106 - Patin rubbing with coefficients of static friction and dynamic |
| [V5.01.110] SDND110 - Release of a point mass with fluid power blade |
| [V5.01.111] SDND111 - Forced Vibrations of a mass-spring system with fluid power blade |
| [V5.01.112] SDND112 - Blade fluid between two moving masses |
| [V5.01.120] SDND120 - Transient response of an anti-seismic |
| [V5.01.121] SDND121 - mass-spring system with shock under forced excitation |
| [V5.02.032] SDNL32 - Impact of an articulated beam on elastic support |
| [V5.02.100] SDNL100 - simple pendulum in large oscillation |
| [V5.02.102] SDNL102 - beam subjected to a field of wind speed |
| [V5.02.103] SDNL103 - Dynamics of a portico modeled by beam elements in large rotation. Comparison with a small rotation analysis |
| [V5.02.104] SDNL104 - Sub-structuring non-linear transient: impact of a beam on a support |
| [V5.02.105] SDNL105 - Sub-structuring non-linear transient: impact of these three beams |
| [V5.02.111] SDNL111 - Impact of two beams |
| [V5.02.112] SDNL112 - Damage original handlebar vibration of a steam generator |
| [V5.02.113] SDNL113 - Piping lyre-shaped (ELSA tests) under seismic loading |
| [V5.02.130] SDNL130 - Seismic Response of a reinforced concrete beam (rectangular) to nonlinear behavior |
| [V5.02.131] SDNL131 - Calculation of elastoplastic pipe line in earthquake restricted access |
| [V5.02.132] SDNL132 - Pendulum rigid contact and friction |
|
[V5.02.133] SDNL133 - turning fissured ROTOR, subjected to a bending load
|
| [V5.02.136] SDNL136 - Wear a tube GV subjected to turbulent excitations 3D restricted access |
| [V5.02.301] SDNL301 - Vibration of a beam with multi-point impact |
| [V5.03.100] SDNV100 - Impact of a beam on a rigid wall |
| [V5.03.101] SDNV101 - Validation Module wear restricted access |
| [V5.03.103] SDNV103 - Impact of an elastoplastic bar Taylor |
| [V5.03.104] SDNV104 - Dynamic Response of a rigid pad rubbing under pressure and restoring force |
| [V5.03.105] SDNV105 - Balancing a block on a table |
| [V5.03.106] SDNV106 - Analysis in DYNA_NON_LINE eigenvalue (stability and vibration modes) |
| [V5.03.107] SDNV107 - plastic beam in tension dynamically condensed |
| [V5.06.001] SDNS01 - Model probabilistic non-parametric - parametric bending of a plate with localized nonlinearities shock |
| [V5.06.106] SDNS106 - Transient response of a reinforced concrete slab: model GLRC_DAMAGE |
| [V5.06.107] SDNS107 - Transient response of a reinforced concrete slab: model GRILLE_EXCENTRE |
|
[V5.06.108] SDNS108 - Dynamic response of a reinforced concrete slab lean on 4 with dimensions subjected to a concentrated loading
|
|
[V5.06.109] PLEXU04: Roll with cables of prestressed under internal pressure in transient dynamics
|
|
[V5.06.110] PLEXU06 - Validation of the Code_Aster sequence - Europlexus
|
| [V6.01.001] SSNA01 - infinite cylinder under pressure: viscoelasticity of Lemaître |
| [V6.01.102] SSNA102 - Contact elastic multibody |
| [V6.01.103] SSNA103 - timing model parameter Weibull |
| [V6.01.104] SSNA104 - Hollow cylinder under pressure, linear viscoelasticity |
| [V6.01.105] SSNA105 - Hollow cylinder under pressure, linear viscoelasticity, contact |
| [V6.01.106] SSNA106 - Hollow cylinder subjected to behavior thermoviscoélastique |
| [V6.01.107] SSNA107 - hollow cylinder nonlinear viscoelasticity |
| [V6.01.108] SSNA108 - Models of Weibull and Rice and Tracey |
| [V6.01.109] SSNA109 - Tensile testing with the model VISC_CIN2_CHAB |
| [V6.01.110] SSNA110 - registration parameters with the model VISC_CIN2_CHAB |
| [V6.01.111] SSNA111 - a massive indentation by a punch |
| [V6.01.112] SSNA112 - Test breakout axisymmetric (La Borderie Pijaudier & Cabot) to study the steel-concrete connection: law JOINT_BA |
| [V6.01.113] SSNA113 - notched in viscoplasticity |
| [V6.01.115] SSNA115 - Avulsion of a rigid frame with cohesive elements |
| [V6.01.116] SSNA116 - triaxial test with the Hoek-Brown model modified axisymmetric |
| [V6.01.117] SSNA117 - Validation of the law of behavior of steels under radiation in axisymmetric restricted access |
| [V6.01.118] SSNA118 - Behavior of a screw subjected to irradiation at high temperature restricted access |
| [V6.01.119] SSNA119 - Validation of modeling GVNO and the law of behavior in ENDO_CARRE AXIS |
| [V6.01.120] SSNA120 - Lap axisymmetric notched (AE) with the law CZM_TRA_MIX |
| [V6.01.121] SSNA121 - Tube of concrete subjected to internal pressure with the model UMLV_FP |
|
[V6.01.122] SSNA122 - Benchmark NAFEMS of validation of contact 2: punch (rounded edges)
|
| [V6.01.301] SSNA301 - Fond thick pressurized tank |
| [V6.01.302] SSNA302 - simply supported circular plate subjected to pressure |
| [V6.01.303] SSNA303 - notched elastoplastic large strain |
| [V6.02.100] SSNL100 - Installation of a township line with two equal spans |
| [V6.02.101] SSNL101 - non-linear behavior of an arms-line |
| [V6.02.102] SSNL102 - non-linear behavior of a collection of angles |
| [V6.02.103] SSNL103 - Cantilever beam subjected to large rotations at a time |
| [V6.02.105] SSNL105 - Framework guyed |
| [V6.02.106] SSNL106 - elastoplastic beam in tension and pure bending |
| [V6.02.107] SSNL107 - recessed plate subjected to a bending of beams in contact with the free edge |
| [V6.02.109] SSNL109 - axial creep behavior of two beams with Lemaître and LMARC_IRRA restricted access |
| [V6.02.111] SSNL111 - Three bars thermo-elastoplastic Von Mises perfect |
| [V6.02.112] SSNL112 - bar submitted to a cyclic thermal loading |
| [V6.02.114] SSNL114 - Cable weighing thermal expansion |
| [V6.02.116] SSNL116 - A section of gas-insulated cable |
| [V6.02.117] SSNL117 - elbow flexion in elastoplasticity |
| [V6.02.118] SSNL118 - bar subjected to a field of wind speed |
| [V6.02.119] SSNL119 - Static Response of a reinforced concrete beam (rectangular) to nonlinear behavior |
| [V6.02.120] SSNL120 - cyclical response of the constitutive law of concrete (model La Borderie) |
| [V6.02.121] SSNL121 - simple tensile creep. Law of Lemaitre-dependent fluence (ASSE_COMBU) restricted access |
| [V6.02.122] SSNL122 - Multi-fiber cantilever beam subjected to a force |
| [V6.02.123] SSNL123 - Buckling of a beam Multi-Fibre |
| [V6.02.124] SSNL124 - Axial Creep of an element with HEXA8 behavior LEMAITRE_IRRA |
| [V6.02.125] SSNL125 - Traction Bar a fragile damage gradient |
| [V6.02.126] SSNL126 - elastoplastic buckling of a beam line |
| [V6.02.127] SSNL127 - Tensile testing with the model CORR_ACIER |
|
[V6.02.128] SSNL128 - Validation of axial creep under irradiation of behavior GRAN_IRRA_LOG
restricted access |
| [V6.02.129] SSNL129 - Validation laws VISC_ISOT_TRAC VISC_ISOT_LINE and a tensile test |
| [V6.02.130] SSNL130 - deformable plate on a bed of springs |
| [V6.02.131] SSNL131 - Test DIS_GRICRA constitutive law for discrete elements restricted access |
| [V6.02.133] SSNL133 - elastic buckling of a structure in L |
| [V6.02.134] SSNL134 - Ruin of elastoplastic portal Lee |
| [V6.02.135] SSNL135 - Determination of failure load of the console MEKELEC |
| [V6.02.136] SSNL136 - Large movements of the arc angle 45 ° |
| [V6.02.137] SSNL137 - Bars in tension with the method in elastoplasticity IMPL_EX |
|
[V6.02.138] SSNL138 - Validation of the algorithm of tweaking under stress of inequalities of option DDL_STAB
|
|
[V6.02.139] SSNL139 - Validation of the reactualization of the angle of gimlet of the beams
|
|
[V6.02.141] SSNL141 - multifibre and multimatériaux beams
|
| [V6.02.501] SSNL501 - beams fixed at both ends subjected to uniform pressure |
| [V6.02.502] SSNL502 - beam buckling |
| [V6.02.503] SSNL503 - Ruin elastoplastic thin pipe elbow |
| [V6.03.002] SSNP02 - Element plate plane strain and biaxial tension (Bill Norton) |
| [V6.03.005] SSNP05 - Plate shears: viscoelasticity of Lemaître |
| [V6.03.014] SSNP14 - Plate shears - Von Mises (kinematic hardening) |
| [V6.03.015] SSNP15 - Plate shears - Von Mises (isotropic hardening) |
| [V6.03.101] SSNP101 - Plate shears: viscoelasticity of Lemaître (D_PLAN) |
| [V6.03.102] SSNP102 - energy release rate for a notched plate with elasto-plasticity approach GTP |
| [V6.03.107] SSNP107 - Plate shears: viscoelasticity of isotropic hardening and Lemaitre |
| [V6.03.108] SSNP108 - Element of prestressed concrete in compression |
| [V6.03.109] SSNP109 - Cable tensioning eccentric in a straight beam concrete |
| [V6.03.110] SSNP110 - crack edge in a rectangular plate finite elastoplasticity |
| [V6.03.111] SSNP111 - Passage of Gauss points to nodes of quadratic elements |
| [V6.03.112] FORMA02 - Hands-training static nonlinear loading path |
| [V6.03.113] SSNP113 - Rotation of the main constraints (law MAZARS) |
| [V6.03.114] FORMA03 - Hands-training static nonlinear load limits of a perforated plate |
| [V6.03.116] SSNP116 - Coupling creep and cracking – Uniaxial traction |
| [V6.03.117] SSNP117 – 2D model of Rousselier - DP |
| [V6.03.118] SSNP118 - Validation joint elements and interface 2D and 3D plane |
| [V6.03.119] FORMA20 - Adaptive meshing mechanics on a beam in bending |
| [V6.03.120] FORMA21 - Adaptive Mesh thermomechanical a cracked cylinder head |
| [V6.03.121] SSNP121 - Integration of the terms of 2D and 3D contact |
| [V6.03.122] SSNP122 - Traction. Rousselier model versions in local and nonlocal |
| [V6.03.123] SSNP123 - notched plate in elastoplasticity (test items embedded in QUAD4) |
| [V6.03.124] SSNP124 - drained biaxial test with a softening behavior DRUCK_PRAGER |
| [V6.03.125] SSNP125 - test cases for validation of the option INDL_ELGA |
| [V6.03.126] SSNP126 - Validation of the constitutive law JOINT_BA (link steel and concrete) in 2D plan |
| [V6.03.127] SSNP127 - Test method for relocation by regularization of the deformation GRAD_EPSI |
| [V6.03.128] SSNP128 - Validation of the element discontinuity on a flat plate |
|
[V6.03.129] SSNP129 - Validation of the constitutive law regulated BETON_PR
|
| [V6.03.130] SSNP130 - Detection of singularities in a cracked plate |
| [V6.03.131] SSNP131 - Identification of energy parameter Gp 2D and 3D |
| [V6.03.132] SSNP132 - Validation IRRAD3M in plane stress restricted access |
| [V6.03.133] SSNP133 - Cracking a perforated plate with cohesive models |
| [V6.03.136] SSNP136 - Foundation Test shooting with the law of Cam-Clay |
| [V6.03.138] SSNP138 - Crack tilted 2D X-FEM |
| [V6.03.139] SSNP139 - cracking of a beam DCB elastoplastic model with a cohesive |
| [V6.03.140] SSNP140 - Tensile test on a hole by the method elastoplastic IMPL-EX |
| [V6.03.142] SSNP142 - Modelling of uplift of a dam with joint elements |
| [V6.03.143] SSNP143 - Validation of slavery to the law of joint plot of dams |
| [V6.03.144] SSNP144 - Use of a cohesive zone model with the X-FEM |
| [V6.03.145] SSNP145 - Validation of driving PRED_ELAS plasticity |
| [V6.03.147] SSNP147 - Modeling of crack initiation with the model ENDO_HETEROGENE |
| [V6.03.148] SSNP148 - Calculation of stress intensity factor for the regularization of the constraints ENDO_HETEROGENE |
| [V6.03.150] SSNP150 - Method of manufactured solutions in contact 2D and large deformations |
| [V6.03.151] SSNP151 - Compact Tension Specimen (CT) in 2D and 3D with the law CZM_TRA_MIX |
|
[V6.03.152] SSNP152 - Inclusion of two crowns
|
| [V6.03.153] SSNP153 - Contact rubbing deformable-deformable 2D large strain (shallow ironing) |
|
[V6.03.154] SSNP154 - Benchmark NAFEMS of validation of contact 1: cylinder roller contact
|
|
[V6.03.155] SSNP155 - Benchmark NAFEMS of validation of contact 3: sheet metal forming
|
|
[V6.03.156] SSNP156 - Benchmark NAFEMS of validation of contact 4: loaded pine
|
|
[V6.03.157] SSNP157 - Benchmark NAFEMS of validation of contact 5: steel roller one rubber
|
|
[V6.03.158] SSNP158 - Mesh adaptation into nonlinear
|
|
[V6.03.159] SSNP159 - Elastic strain energy in plastic large deformation of a tensile test bar
|
|
[V6.03.160] SSNP160 - hydrogen Diffusion in an elastoplastic steel
|
|
[V6.03.161] SSNP161 - Essais biaxial of Kupfer
|
|
[V6.03.162] SSNP162 - Joints 2D and 3D for models JOINT_MECA_RUPT and JOINT_MECA_FROT
|
| [V6.03.302] SSNP302 - element loaded thermal - Appearance of parasitic stresses |
| [V6.03.303] SSNP303 - element in plane stress and tension - perfect plasticity |
| [V6.03.305] SSNP305 - Element bar in compression - Appearance of a negative pivot |
| [V6.03.306] SSNP306 - Validation of the criterion of buckling selective search of eigenvalues |
| [V6.03.307] SSNP307 - Validation of modeling GVNO and the law of behavior in ENDO_CARRE D_PLAN |
| [V6.03.311] SSNP311 - Biblio_131. Mode II crack of a specimen elastoplastic |
| [V6.03.312] SSNP312 - DMT94.132 crack parallel to the interface in a bimetallic tube CT |
| [V6.03.501] SSNP501 - Crushing of a ring between two sheets of polyurethane frictionless deformable |
| [V6.03.502] SSNP502 - Overwrite a polyurethane ring between two deformable plates with friction |
| [V6.03.503] SSNP503 - Contact in large shifts with X-FEM for horizontal cracks |
| [V6.03.504] SSNP504 - Contact in large shifts with X-FEM for oblique cracks |
|
[V6.03.505] SSNP505 - Plate multi-fissured in bitraction- shears with X-FEM
|
| [V6.04.101] SSNV101 – Shear-tensile testing with the Chaboche constitutive law |
| [V6.04.102] SSNV102 – Shear-tensile testing with the S. TAHERI constitutive law |
| [V6.04.103] SSNV103 - Shear-tensile testing with the Rousselier constitutive law |
| [V6.04.104] SSNV104 – Hertzian contact of two spheres |
| [V6.04.108] SSNV108 – CT specimen - European Round Robin on Fracture Mechanics (1985) |
| [V6.04.112] SSNV112 - Hollow incompressible cylinder (large deformations) |
|
[V6.04.113] SSNV113 - Test in tension-shears with the constitutive law of creep under irradiation VISC_IRRA_LOG
restricted access |
| [V6.04.115] SSNV115 - Corrugated sheet with non-linear behavior |
| [V6.04.118] SSNV118 - Shear tensile testing with the Chaboche viscoplastic law |
| [V6.04.121] SSNV121 - Rotation and hyper-elastic traction of a bar |
| [V6.04.122] SSNV122 - Rotation and follower hyper-elastic traction of a bar |
| [V6.04.124] SSNV124 – Regularized limit analysis. Norton_Hoff law. |
| [V6.04.127] SSNV127 - Cylinder-bore contact and friction |
| [V6.04.128] SSNV128 - Plate with contact and friction on a rigid foundation |
| [V6.04.129] SSNV129 - Two plates contact subjected to pressure |
| [V6.04.133] SSNV133 – Uniaxial tension-compression. Mixed hardening |
| [V6.04.135] SSNV135 - Drained triaxial test with the CJS model (Level 1) |
| [V6.04.136] SSNV136 - Drained triaxial test with the CJS model (level 2) |
| [V6.04.137] SSNV137 - Prestressing cables in a straight concrete beam |
| [V6.04.138] SSNV138 - Cantilever plate subjected to large rotations due to a bending moment |
| [V6.04.139] SSNV139 – Biased plate |
| [V6.04.140] SSNV140 – Restrained cylindrical panel |
| [V6.04.141] SSNV141 – Pinched spherical shell |
| [V6.04.142] SSNV142 – Self creep testing with the Granger model |
| [V6.04.143] SSNV143 - Biaxial tension with the BETON_DOUBLE_DP constitutive law |
| [V6.04.144] SSNV144 – ending Elbow undergoing large displacements |
| [V6.04.145] SSNV145 - Cantilever plate undergoing large rotations under following pressure |
| [V6.04.146] SSNV146 - Regularized limit analysis. Tank with torispherical bottom. |
| [V6.04.147] SSNV147 – Fragile tensile test of a bar : validation of a continuation method |
| [V6.04.148] SSNV148 - Weibull and 3D Rice-Tracey models unloading behaviour |
| [V6.04.149] SSNV149 – ENDO_ISOT_BETON valdation |
| [V6.04.150] SSNV150 - Traction with triaxial constitutive law BETON_DOUBLE_DP |
| [V6.04.151] SSNV151 - Tension / Compression with the law of behavior BETON_DOUBLE_DP |
| [V6.04.152] SSNV152 - Traction elastic. Calculation of Cauchy stress |
| [V6.04.153] SSNV153 - Contact sheave - rope |
| [V6.04.154] SSNV154 - drained triaxial test with the CJS model (Level 3) |
| [V6.04.155] SSNV155 - drained triaxial test on a sample rotated by an angle of-PI / 6 relative to the x-axis with the CJS model (level 2) |
| [V6.04.157] SSNV157 - Test method for relocation by regularization of the deformation of a bar of variable section in tension |
| [V6.04.158] SSNV158 - drained triaxial test with the model of Laigle |
| [V6.04.160] SSNV160 - Hydrostatic Testing with the law CAM_CLAY |
| [V6.04.163] SSNV163 - Calculation of creep |
| [V6.04.164] SSNV164 - tensioning tendons in a beam 3D |
| [V6.04.166] SSNV166 - Cylinder multiple load cracking |
|
[V6.04.167] SSNV167 - Contact for the quadratic elements
|
| [V6.04.168] SSNV168 - drained triaxial test with a softening behavior DRUCK_PRAGER |
| [V6.04.169] SSNV169 - Coupling creep - damage |
| [V6.04.170] SSNV170 - Cube tensile simple (constant strain rate) |
| [V6.04.171] SSNV171 - Comparison and Polycrystalline SINGLE CRYSTAL |
| [V6.04.172] SSNV172 - viscoplastic single crystal |
| [V6.04.173] SSNV173 - cracked Bar with X-FEM |
|
[V6.04.174] SSNV174 - Prise in account of the endogenous shrinkage and the shrinkage of desiccation in models BETON_UMLV_FP and BETON_BURGER_FP
|
| [V6.04.175] SSNV175 - Test method for relocation by regularization of the deformation GRAD_EPSI a 3D bar of variable section in tension with the law of behavior ENDO_ORTH_BETON |
| [V6.04.176] SSNV176 - Identification of the law ENDO_ORTH_BETON |
| [V6.04.177] SSNV177 - Willam test with the law ENDO_ORTH_BETON |
|
[V6.04.178] SSNV178 - Cylindre with reinforcement under pressure
|
| [V6.04.179] SSNV179 - Cube creep in through the law LEMA_SEUIL |
| [V6.04.180] SSNV180 - Taking into account thermal expansion and creep of drying in the model BETON_UMLV_FP |
| [V6.04.181] SSNV181 - Verification of proper consideration of shear in the model BETON_UMLV_FP |
| [V6.04.182] SSNV182 - Bloc interface in frictional contact with X-FEM |
| [V6.04.183] SSNV183 - Creep test with the model VENDOCHAB |
| [V6.04.184] SSNV184 - triaxial test model with the modified Hoek-Brown |
| [V6.04.185] SSNV185 - Crack opening into a plate of finite width with 3D X-FEM |
| [V6.04.186] SSNV186 - LBB condition and frictional contact with X-FEM |
| [V6.04.187] SSNV187 - Validation of the law on a cube ELAS_HYPER |
| [V6.04.189] SSNV189 - Validation of the law on a tongue ELAS_HYPER |
| [V6.04.190] SSNV190 - Validation of the constitutive law of steel 300 in 3D radiation restricted access |
| [V6.04.191] SSNV191 - Validation Neumann conditions with X-FEM in 2D and 3D |
| [V6.04.192] SSNV192 - Test tube with central crack with XFEM |
| [V6.04.193] SSNV193 - Contact macronutrients static |
| [V6.04.194] SSNV194 - Traction on an aggregate 10-grain bainitic steel |
| [V6.04.195] SSNV195 - Bar in multi-cracking with X-FEM |
| [V6.04.196] SSNV196 - 3D bending beam (elements HEXA8 stabilized) |
| [V6.04.197] SSNV197 - Triaxial drained with the law of Hujeux |
| [V6.04.198] SSNV198 - Dirichlet conditions with X-FEM 3D |
| [V6.04.199] SSNV199 - cracking of a beam DCB with cohesive models |
| [V6.04.200] SSNV200 - Tensile testing shear model VISC_TAHERI |
| [V6.04.201] SSNV201 - Block with sliding contact interface with X-FEM |
| [V6.04.202] SSNV202 - drained oedometer test with the law of Camclay |
| [V6.04.203] SSNV203 - Application of pressure on the lips of a crack with X-FEM |
| [V6.04.204] SSNV204 - Test drained isotropic compression cyclic sand Hostun |
| [V6.04.206] SSNV206 - triaxial test with the model of CIH LETK |
| [V6.04.207] SSNV207 - Shear test cycle including micro-discharges with the law of Hujeux |
| [V6.04.208] SSNV208 - drained biaxial test with the law of Hujeux |
| [V6.04.209] SSNV209 - Interface in frictional contact with X-FEM |
| [V6.04.211] SSNV211 - drained triaxial test with the model VISC_DRUC_PRAG |
| [V6.04.212] SSNV212 - Law BETON_RAG behavior: swelling free sample restricted access |
| [V6.04.213] SSNV213 - Law BETON_RAG behavior: swelling of sample prevented restricted access |
| [V6.04.214] SSNV214 - Law BETON_RAG behavior: a cyclic loading test of concrete restricted access |
| [V6.04.215] SSNV215 - Law BETON_RAG behavior: test of the main directions of rotation restricted access |
| [V6.04.216] SSNV216 - behavior law BETON_RAG: biaxial creep of a cube restricted access |
| [V6.04.217] SSNV217 - Cube in tension and compression with simple law ENDO_ORTH_BETON |
| [V6.04.218] SSNV218 - Calculation of energy parameter Gp 3D |
| [V6.04.219] SSNV219 - Method solutions manufactured in large deformations and 3D contact |
| [V6.04.220] SSNV220 - Validation of modeling GVNO and behavior law ENDO_CARRE 3D |
| [V6.04.221] SSNV221-Hydrostatic Testing with linear and parabolic behavior DRUCK_PRAGER |
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[V6.04.222] FORMA04 - Hands-on training of advanced training “Utilisation”: contact of Hertz
|
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[V6.04.223] SSNV223 - Validation elementary of model ENDO_SCALAIRE and control PRED_ELAS for modelization GRAD_VARI
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[V6.04.224] FORMA08 - Hands-on training of advanced training “Utilisation”: elastic beam DCB 3D
|
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[V6.04.225] SSNV225 - Constitutive law HAYHURST: test of creep
restricted access |
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[V6.04.226] SSNV226 - Validation of the rupture criterion in critical stress
|
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[V6.04.227] SSNV227 - Tension, in large displacements, of a bar made up of a material very-elastic of the Mooney-Rivlin type
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[V6.04.228] SSNV228 - Setting in pre-tensioning of a pin
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[V6.04.229] SSNV229 - Validation of formulas ETCC in DEFI_CABLE_BP
|
| [V6.04.301] SSNV301 - rotating cylindrical ring subjected to thermal shock and internal pressure - Von Mises (isotropic hardening) |
| [V6.04.501] SSNV501 - Stamping of sheet metal with a hemispherical punch (test Wagon) |
| [V6.04.503] SSNV503 - sliding pads on a rigid |
| [V6.04.504] SSNV504 - Extrusion of a plot |
| [V6.04.505] SSNV505 - Contact of two beams with large displacements |
| [V6.04.506] SSNV506 - elastic-plastic indentation of a block by an elastic spherical indenter |
| [V6.04.507] SSNV507 - Rotation of a rigid inclusion with X-FEM |
| [V6.04.508] SSNV508 - Bloc in plane stress with interface in tension and compression side, for quadratic elements X-FEM |
| [V6.04.509] SSNV509 - Chain in frictional contact with X-FEM quadratic |
| [V6.04.510] SSNV510 - uniaxial compression of a block multi-cracked |
| [V6.04.511] SSNV511 - Power cut by two intersecting interfaces with X-FEM |
| [V6.04.512] SSNV512 - Power cut by a vertical split is connected between two horizontal cracks with X-FEM |
| [V6.04.513] SSNV513 - Power cut by three interfaces that plugs sequentially with X-FEM |
| [V6.05.100] SSNS100 - nonlinear behavior of a web |
| [V6.05.101] SSNS101 - Breakdown of a cylindrical panel under point force |
| [V6.05.102] SSNS102 - Buckling of a cylindrical shell with stiffener |
|
[V6.05.105] SSNS105 - Comportement nonlinear of a three-dimensions function of reinforcements
|
| [V6.05.106] SSNS106 - Damage to a flat plate under various loads with the law of behavior GLRC_DM |
| [V6.05.107] SSNS107 - Cylinder fittings with pressure |
| [V6.05.108] SSNS108 - Simulation of the test by pushing progressive SAFE |
| [V6.05.109] SSNS109 - console beam subjected to shear |
|
[V6.05.110] SSNS110 - Extraction of a three-dimensions function of reinforcement represented by a membrane
|
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[V6.05.111] SSNS111 - Bending of a reinforced concrete slab under distributed load
|
| [V6.05.501] SSNS501 - Large displacements of a simply supported cylindrical panel |
| [V6.06.101] SSNX101 - Control of non-linear load |
| [V6.07.101] COMP001 - Test elastoplastic behavior of the material point |
| [V6.07.102] COMP002 - Test behavior visco-elastic-plastic |
| [V6.07.103] COMP003 - Test of specific behaviors in concrete. Simulation in a material point. restricted access |
| [V6.07.107] COMP007 - Validation of the thermo-mechanical non-linear elastic laws (COMP_ELAS) |
| [V6.07.108] COMP008 - Validation of the thermo-mechanical elastic-plastic laws |
| [V6.07.109] COMP009 - Validation of the thermo-mechanical modeling BAR |
| [V6.07.110] COMP010 - Validation thermo-mechanical laws elastoviscoplastic restricted access |
| [V6.07.111] COMP011 - Validation thermomechanical laws for concrete |
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[V6.07.112] COMP012 - Test of the model of Hujeux on a material point
|
| [V6.08.101] SSND101 - Law of viscous behavior for discrete elements |
| [V6.08.102] SSND102 - Law kinematic behavior of non-linear discrete elements |
| [V6.08.103] SSND103 - Validation of a bilinear constitutive law of a discrete element (application to bolted connections) |
| [V6.08.104] SSND104 - Validation behavior DRUCK_PRAG_N_A |
| [V6.08.105] SSND105 - Law of visco-elastic-plastic with memory effect |
| [V6.08.106] SSND106 - Pulling multiple rotations in large deformations, isotropic hardening |
| [V6.08.107] SSND107 - Pulling multiple rotations in large deformation, kinematic hardening and mixed |
| [V6.08.108] SSND108 - Pulling multiple rotations in large deformations, the laws of elasto-viscoplastic |
| [V6.08.109] SSND109 - cyclic loading on a single crystal |
| [V6.08.110] SSND110 - Validation laws monocrystalline DD_CFC, DD_CC |
| [V6.08.111] SSND111 - Effect of memory in a cyclic test |
| [V6.08.112] SSND112 - Rotation network and large deformations of a single crystal |
| [V6.08.113] SSND113 - SIMU_POINT_MAT large strain gradient imposed processing |
|
[V6.08.115] SSND115 - elastoplastic Constitutive law with effect of nonradiality
|
| [V7.01.100] HPLA100 - hollow cylinder in uniform rotation weighing thermoelastic |
| [V7.01.310] HPLA310 - Biblio_49 external radial crack in a circular bar subjected to a thermal shock |
| [V7.01.311] HPLA311 - Murakami 11.39. Circular cracks in the center of a sphere subjected to a uniform temperature on the lips |
| [V7.02.100] HPLP100 - Calculation of the energy release of a cracked plate in thermo-elasticity |
| [V7.02.101] HPLP101 - cracked plate in thermoelasticity (plane stress) |
| [V7.02.300] HPLP300 - plate with Young's modulus versus temperature |
| [V7.02.310] HPLP310 - Biblio_35 inner radial crack in a thick cylinder under pressure and thermal loading |
| [V7.02.311] HPLP311 - Murakami 11.17 Crack the center of a rectangular thin plate obstructing a uniform heat flow in isotropic medium |
| [V7.03.100] HPLV100 - Parallelepiped with Young's modulus is a function of temperature |
| [V7.03.101] HPLV101 - Homogenization of a homogeneous material |
| [V7.03.102] HPLV102 - Calculation of G thermoelastic infinite medium with a circular crack |
| [V7.03.103] HPLV103 - Calculation of KI and G 3D thermo-elastic circular crack |
| [V7.11.001] HSLS01 - thin plate deforming along a spherical surface |
| [V7.12.303] HSLA303 - Cylinder pressure and thermal expansion |
| [V7.14.100] EPICU01 - Validation of the order POST_K_BETA restricted access |
| [V7.14.304] HSLV304 - cylinder under thermal loading |
| [V7.15.100] FORMA01 - Practical training in basic use of Code_Aster |
| [V7.16.100] HSLL100 - Beam multi-fiber bi-recessed subject to a temperature field |
| [V7.20.100] HSNA100 - Drying a concrete wall |
| [V7.20.101] FORMA09 - TP training thermoplasticity |
| [V7.20.102] HSNA102 - Validation of the laws of drying on a cylindrical concrete |
| [V7.20.104] HSNA104 - Stress relieve heterogeneous welded joints by friction |
|
[V7.20.105] HSNA105 - Expansion of an infinite hollow roll with taking into account of thermal dissipations due to the mechanical strains
|
| [V7.22.100] HSNV100 - thermoplasticity simple tensile |
| [V7.22.101] HSNV101 - Thermo-plasticity and metal tensile simple decoupled |
| [V7.22.102] HSNV102 - Thermo-metallo-plasticity coupled with simple traction |
| [V7.22.103] HSNV103 - Thermo-plasticity and metallurgy in plane strain |
| [V7.22.104] HSNV104 - Thermo-plasticity and metallurgy in plane strain with restoration work hardening |
| [V7.22.105] HSNV105 - Plate shears: elasto-viscoplasticity with metal |
| [V7.22.120] HSNV120 - Traction hyperelastic a bar under thermal loading |
| [V7.22.121] HSNV121 - Traction in large plastic deformations of a rod under thermal loading |
| [V7.22.122] HSNV122 - Thermo-plasticity and large strain metal in simple tension |
| [V7.22.123] HSNV123 - Thermo-metallo-mechanical |
| [V7.22.124] HSNV124 - volume element in tension and temperature variables |
| [V7.22.125] HSNV125 - volume element in tension / shear and temperature variables |
| [V7.22.126] HSNV126 - Thermo-metallo-mechanical traction simple |
| [V7.22.129] HSNV129 - Test compression-expansion to study the coupling thermal-cracking |
| [V7.22.131] HSNV131 - thermoplasticity simple tensile A316L |
| [V7.22.132] HSNV132 - Crack X-FEM thermo-elasticity |
| [V7.22.133] HSNV133 - Traction thermoplastic large deformations VMIS_ISOT_PUIS |
| [V7.22.134] HSNV134 - Model META_LEMA_ANI: tube under pressure and constant temperature |
| [V7.22.135] HSNV135 - Model META_LEMA_ANI: tube under pressure and variable temperature |
| [V7.22.136] HSNV136 - Degeneration of the model law in META_LEMA_ANI Norton: large deformations in simple tensile restricted access |
|
[V7.22.137] FORMA41 - Hands-on training of training “Civil engineer”: taking into account of the shrinkages in the study of a beam in bending 3 points
|
| [V7.23.101] HSNS101 - square plate in tension and temperature variables. Plane stress method BORST |
| [V7.23.102] HSNS102 - Plate reinforced concrete with heat load |
| [V7.30.100] WTNL100 - Consolidation of a soil column saturated poro-elastic (Terzaghi) |
| [V7.30.101] WTNL101 - Problem saturated coupled THM |
| [V7.30.102] WTNL102 - one-dimensional problem of forced convection |
| [V7.31.100] WTNV100 - undrained triaxial test with the CJS model (Level 1) |
| [V7.31.101] WTNV101 - undrained triaxial test with the model of Laigle and with hydraulic coupling |
| [V7.31.109] WTNV109 - hydro-mechanical loading of a porous medium |
| [V7.31.111] WTNV111 - Heat flow in a porous medium saturated |
| [V7.31.112] WTNV112 - gravity flow in unsaturated porous media |
| [V7.31.113] WTNV113 - gravity flow in a porous medium saturated |
| [V7.31.114] WTNV114 - water flows in a saturated porous medium |
| [V7.31.121] WTNV121 - Wetting the concrete with a damage law |
| [V7.31.122] WTNV122 - undrained triaxial test with the law CAM_CLAY |
| [V7.31.123] WTNV123 - suction triaxial test set with the model of Barcelona |
| [V7.31.124] WTNV124 - desaturation-consolidation test with the model of Barcelona |
|
[V7.31.125] WTNV125 - capillary Computation of rebalancing of bi--materials
|
| [V7.31.126] WTNV126 - Response to saturation paths mixed with the model-building in Barcelona |
| [V7.31.127] WTNV127 - desaturation of a porous medium with no air (modeling 3D_THV) |
| [V7.31.128] WTNV128 - undrained triaxial test with the Hoek-Brown model modified effective stress |
| [V7.31.129] WTNV129 - undrained triaxial test with the Hoek-Brown model modified total stress |
| [V7.31.130] WTNV130 - Heating of a porous medium with dissolved air desaturated (3D) |
| [V7.31.131] WTNV131 - Dissemination of air dissolved in water (3D) |
| [V7.31.132] WTNV132 - Construction of a soil column with the law of Hujeux |
| [V7.31.133] WTNV133 - Triaxial undrained with the law of Hujeux |
| [V7.31.134] WTNV134 - Triaxial undrained cyclic law Hujeux |
| [V7.31.135] WTNV135 - drained triaxial test with the model of CIH LETK |
| [V7.31.136] WTNV136 - 3D Modeling of swelling of a clay model ELAS_GONF |
| [V7.31.137] WTNV137 - drained triaxial test with the model VISC_DRUC_PRAG |
| [V7.31.138] WTNV138 - undrained triaxial test with the model VISC_DRUC_PRAG |
| [V7.32.102] WTNP102 - Modeling of a flat heating element initially saturated with water. Consideration of steam. |
| [V7.32.103] WTNP103 - Dissemination of air dissolved in water (plan) |
| [V7.32.104] WTNP104 - Dissemination of air dissolved in water (plan THH2M) |
| [V7.32.105] WTNP105 - Dissemination of air dissolved in water (plan HH2M) |
| [V7.32.106] WTNP106 - Heating of a porous medium with dissolved air desaturated |
| [V7.32.110] WTNP110 - Flow saturated 2D orthotropic |
| [V7.32.112] WTNP112 - resaturation a column |
| [V7.32.113] WTNP113 - resaturation of a cell |
| [V7.32.114] WTNP114 - Case reference test for calculation of mechanical deformations |
| [V7.32.115] WTNP115 - desaturation of a porous medium without air unit cell |
| [V7.32.116] WTNP116 - Problem of consolidation for the HM model permanent |
| [V7.32.117] WTNP117 - Rebalancing a dual-capillary materials described by the laws of Van Genuchten-Mualem |
| [V7.32.118] WTNP118 - Rebalancing gravity of the saturation of a column |
| [V7.32.119] WTNP119 - plane modeling of swelling of a clay model ELAS_GONF |
| [V7.32.120] WTNP120 - Appearance / disappearance of phase in a two-phase flow: gas injection in a bar-saturated pure water |
| [V7.32.121] WTNP121 - Modeling of a bar-saturated liquid compressible linear (single-phase flow) subjected to pressure shock |
| [V7.32.122] WTNP122 - Modeling of a bar-saturated compressible gas weakly non-linear (single-phase flow) subjected to pressure shock |
| [V7.32.123] WTNP123 - Appearance / disappearance of phase in a two-phase flow: Injection of gas around a gallery in an area saturated |
| [V7.32.124] WTNP124 - Test Case Liakopoulos: Drainage of water column by the force of gravity |
| [V7.32.125] WTNP125 - depletion of a reservoir |
| [V7.32.126] WTNP126 - gas injection in a fractured porous mass |
| [V7.32.127] WTNP127 - Modelling of water flow in a bar full, establishing a steady |
| [V7.32.128] WTNP128 - Testing of concrete splitting area by fluid pressure |
|
[V7.32.129] WTNP129 - Modelization HM of a bar saturated with compressible liquid
|
| [V7.33.100] WTNA100 - Calculation of balancing a dual-capillary materials |
| [V7.33.101] WTNA101 - undrained triaxial test with a softening behavior DRUCK_PRAGER |
| [V7.33.102] WTNA102 - Dissemination of dissolved air (axi) |
| [V7.33.105] WTNA105 - Injection of gas into a material near-saturated clay type described by the laws of Van-Genuchten/Mualem |
| [V7.33.106] WTNA106 - Modeling axisymmetric heating of an initially saturated with water. Consideration of steam. |
| [V7.33.107] WTNA107 - Modeling axisymmetric heating element of a water-saturated |
| [V7.33.109] WTNA109 - desaturation of a porous medium without air unit cell |
| [V7.33.110] WTNA110 - Modeling axisymmetric swelling of a clay model ELAS_GONF |
| [V7.33.111] WTNA111 - Modeling axisymmetric joint with a hydro-mechanical coupling |
|
[V7.33.112] WTNA112 - Pressurisation thermal of a not drained saturated cylindrical test-tube
|
| [V7.34.101] WDNP101 - Request seismic layers with a construction law Hujeux |
|
[V7.34.32] WDNP102 - Réflexion and absorption of one compression wave along a poroelastic column
|
| [V7.42.100] HTNA100 - multipass welding |
| [V8.01.100] FDLV100 - Piston coupled to a column of incompressible fluid |
| [V8.01.101] FDLV101 - two cylinders separated by an incompressible fluid |
| [V8.01.102] FDLV102 - added weight calculated on a generalized model |
| [V8.01.103] FDLV103 - concentric spheres separated by an incompressible fluid |
| [V8.01.104] FDLV104 - Calculation of added mass of general 3D model |
| [V8.01.105] FDLV105 - Mass added axisymmetric piston coupled to a column of incompressible fluid |
| [V8.01.106] FDLV106 - Calculating depreciation added in annular flow |
| [V8.01.107] FDLV107 - added rigidities in annular flow |
| [V8.01.108] FDLV108 - Calculating depreciation added in annular flow (variable density) |
| [V8.01.109] FDLV109 - Calculation of coefficients added flow plan |
| [V8.01.110] FDLV110 - Calculation of added mass of modes obtained by substructuring |
| [V8.01.111] FDLV111 - Absorption of a pressure wave in a fluid column |
| [V8.01.112] FDLV112 - Calculation of the dam under seismic loading with restraint |
| [V8.01.113] FDLV113 - Source of pressure in a ball full of fluid-fluid interaction soil-structure |
| [V8.03.100] FDNV100 - tossing a water tank with elastic deformable wall |
| [V8.21.100] ADLV100 - Piston coupled to a column of fluid |
| [V8.21.101] ADLV101 - Methods of sloshing in a tank filled with water |
| [V8.21.102] ADLS102 - Oscillator fluid-elastic meridian |
| [V8.21.200] FDLL200 - Blocked and free pipe modelized with fluid-structure beam |
| [V8.22.100] AHLV100 - waveguide with anechoic output |
| [V8.22.101] AHLV101 - waveguide with anechoic output |
| [V9.01.100] SZLZ100 - Fatigue on an offset cycle |
| [V9.01.101] SZLZ101 – Damage calculations / RainFlow method |
| [V9.01.102] SZLZ102 - Fatigue with different counting methods |
| [V9.01.103] SZLZ103 – RainFlow method |
| [V9.01.105] SZLZ105 – Cycles counting and calculation of RainFlow damage |
| [V9.01.106] SZLZ106 - Fatigue under random loading |
| [V9.01.107] SZLZ107 – Fatigue criteria for CROSSLAND and DANG VAN-PAPADOPOULOS |
| [V9.01.108] SZLZ108 - Damage calcultation with the TAHERI methods (TAHERI_MANSON and TAHERI_MIXTE) |
| [V9.01.109] SZLZ109 – Post-processing of the Lemaître damage |
| [V9.01.110] SZLZ110 - Post-processing of the generalized Lemaître damage with CALC_ELEM |
| [V9.01.111] SZLZ111 - Post-processing of the Lemaître-Sermage damage with POST_FATIGUE |
