| Validation - V6 - 280 documents |
| [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 |
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[V6.01.122] SSNA122 - Benchmark NAFEMS of validation of contact 2: punch (rounded edges)
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| [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 |
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[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 |
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[V6.02.138] SSNL138 - Validation of the algorithm of tweaking under stress of inequalities of option DDL_STAB
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[V6.02.139] SSNL139 - Validation of the reactualization of the angle of gimlet of the beams
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[V6.02.141] SSNL141 - multifibre and multimatériaux beams
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| [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 |
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[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 |
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[V6.03.152] SSNP152 - Inclusion of two crowns
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| [V6.03.153] SSNP153 - Contact rubbing deformable-deformable 2D large strain (shallow ironing) |
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[V6.03.154] SSNP154 - Benchmark NAFEMS of validation of contact 1: cylinder roller contact
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[V6.03.155] SSNP155 - Benchmark NAFEMS of validation of contact 3: sheet metal forming
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[V6.03.156] SSNP156 - Benchmark NAFEMS of validation of contact 4: loaded pine
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[V6.03.157] SSNP157 - Benchmark NAFEMS of validation of contact 5: steel roller one rubber
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[V6.03.158] SSNP158 - Mesh adaptation into nonlinear
|
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[V6.03.159] SSNP159 - Elastic strain energy in plastic large deformation of a tensile test bar
|
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[V6.03.160] SSNP160 - hydrogen Diffusion in an elastoplastic steel
|
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[V6.03.161] SSNP161 - Essais biaxial of Kupfer
|
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[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 |
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[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) |
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[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 |
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[V6.04.167] SSNV167 - Contact for the quadratic elements
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| [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 |
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[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 |
|
[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 |
|
[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
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