List of reference documents#
Theory
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r0 - 2 documents
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r3 - 39 documents
- r3.01.00: The isoparametric finite element method
- r3.01.01: Shape functions and finite element integration points
- r3.03.01: Dualization of boundary conditions
- r3.03.02: Solid body bond conditions
- r3.03.03: 3D Connections — Beam, 2D — Beam
- r3.03.04: External pressure forces during large movements
- r3.03.05: Elimination of dualized boundary conditions
- r3.03.06: Hull-girder connection
- r3.03.07: Follower pressure for solid shell elements
- r3.03.08: RBE3 linear kinematic relationships
- r3.03.09: 3D Harlequin Connector — Beam
- r3.06.02: Linear modeling of continuous medium elements in thermal
- r3.06.03: Calculation of node stresses by local smoothing
- r3.06.04: Fourier elements for axisymmetric structures
- r3.06.07: Diagonalization of the thermal mass matrix
- r3.06.08: Finite elements dealing with almost incompressibility
- r3.06.09: Mechanical joint finite elements and hydromechanically coupled joint finite elements
- r3.06.10: Quadrangular element at one integration point, stabilized by the "Assumed Strain" method
- r3.06.11: Hexahedral element with one integration point, stabilized by the "Assumed Strain" method
- r3.06.13: Mixed interface finite elements for cohesive zone models (xxx_ INTERFACE and xxx_ INTERFACE_S)
- r3.06.14: Introduction to Hybrid High-Order Methods (HHO)
- r3.07.02: Numerical modeling of thin structures: axisymmetric thermo-elasto-plastic shells
- r3.07.03: Plate elements: models DKT, DST,, DKTG and Q4G
- r3.07.04: Finite elements of solid shells
- r3.07.05: Solid shell elements in geometric nonlinear
- r3.07.06: Eccentricity treatment for plate elements DKT, DST,, DKQ, dsq, and q4g
- r3.07.09: Plate elements: Q4GG modeling
- r3.07.10: Finite elements of "solid" shells — COQUE_SOLIDE
- r3.08.01: "Exact" beam elements
- r3.08.02: Cable modeling
- r3.08.03: Calculation of the characteristics of a beam of any cross section
- r3.08.04: Beam element with 7 degrees of freedom to take warpage into account
- r3.08.05: A finite cable-pulley element
- r3.08.06: Finite elements of straight and curved pipes with ovalization, swelling and warping in elasto-plasticity
- r3.08.07: Elements MEMBRANE and GRILLE_MEMBRANE
- r3.08.08: Multi-fiber beam element (right) POU_D_EM
- r3.08.09: Multi-fiber beams in large movements
- r3.08.10: Item CABLE_GAINE
- r3.11.01: Formulation of a thermal model for thin shells
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r4 - 39 documents
- r4.01.01: Pre and post-treatment for thin shells made of composite materials
- r4.01.02: Anisotropic elasticity
- r4.02.01: Finite elements in acoustics
- r4.02.02: Elements for coupling fluid-linear structure interaction with inert fluid
- r4.02.03: Elasto-acoustic beam
- r4.02.04: Fluid Coupling - Structure with Free Surface
- r4.02.05: Absorbing border elements
- r4.03.05: Parametric and non-parametric probabilistic models in dynamics
- r4.03.06: Recalibration algorithms
- r4.04.01: Models of metallurgical behavior of steels
- r4.04.02: Elasto (visco) plastic modeling taking into account metallurgical transformations
- r4.04.03: Law of elasto (visco) plastic behavior in large deformations with metallurgical transformations
- r4.04.04: Models of metallurgical behavior of zircaloy
- r4.04.05: Elasto-viscous behavior model META_LEMA_ANI with metallurgy taken into account for fuel rod sheath tubes
- r4.05.01: Seismic response by transient analysis
- r4.05.02: Stochastic approach for seismic analysis
- r4.05.03: Seismic response by spectral method
- r4.05.04: Soil-structure interaction with spatial variability (operator DYNA_ISS_VARI)
- r4.05.05: Seismic signal generation
- r4.05.06: Equivalent linear method for the propagation of 1D waves
- r4.05.07: Nonlinear soil-structure interaction with the Laplace-Temps method
- r4.05.08: Method for taking into account the Floor-Material interaction
- r4.06.02: Modal calculation by classical dynamic substructuring
- r4.06.03: Cyclic dynamic substructuring
- r4.07.02: Modeling of turbulent excitations
- r4.07.03: Mass matrix calculation added on a modal basis
- r4.07.04: Fluid-structure coupling for tubular structures and coaxial shells
- r4.07.05: Homogenization of a network of beams immersed in a fluid
- r4.07.07: Identifying efforts on a modal model
- r4.08.01: Calculation of thermal deformation
- r4.09.01: Thermo-mechanical energy balance
- r4.10.01: ZHU - ZIENKIEWICZ error estimator
- r4.10.02: Residual error estimator
- r4.10.03: Residual spatial error indicator for transient thermal
- r4.10.04: Detecting singularities and calculating an element size map
- r4.10.05: Residual error indicator for HM models
- r4.10.06: Error estimators in quantities of interest
- r4.10.07: Calculation of the error in relation to behavior in dynamics under a frequency formulation
- r4.20.01: Indicators of discharge and loss of proportionality of elastoplasticity loading
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r5 - 64 documents
- r5.01.01: Modal solvers and generalized problem solving (GEP)
- r5.01.02: Solving the modal problem
- r5.01.03: Modal parameters and the norm of eigenvectors
- r5.01.04: Procedure for counting eigenvalues
- r5.02.01: Transient linear thermal algorithm
- r5.02.02: Nonlinear thermal
- r5.02.04: Nonlinear thermal in moving coordinate system
- r5.03.01: Quasi-static nonlinear algorithm (STAT_NON_LINE)
- r5.03.02: Integration of Von Mises elasto-plastic behavior relationships
- r5.03.03: Taking into account the hypothesis of plane constraints in nonlinear behaviors
- r5.03.04: Chaboche elasto-visco-plastic behavior relationships
- r5.03.05: Taheri viscoplastic behavior relationship
- r5.03.06: Rousselier model in large deformations
- r5.03.07: Rousselier model for ductile fracture
- r5.03.08: Integration of viscoelastoplastic behavior relationships in nonlinear mechanical operators
- r5.03.09: 1D nonlinear behavioral relationships
- r5.03.11: Mono and polycrystalline elastoviscoplastic behaviors
- r5.03.12: Viscoplastic behavior with memory effect and Chaboche restoration
- r5.03.13: Viscoplastic behavior with damage to HAYHURST
- r5.03.14: Implicit and explicit integration of nonlinear behavioral relationships
- r5.03.15: Viscoplastic behavior with damage to CHABOCHE
- r5.03.16: Relationship of elastoplastic behavior to linear and isotropic nonlinear kinematic work hardening. 3D modeling and plane constraints.
- r5.03.17: Discrete element behavior relationships
- r5.03.19: Hyperelastic and visco-hyper-elastic laws of behavior: almost incompressible material
- r5.03.20: Nonlinear elastic behavior relationship under large displacements
- r5.03.21: Elasto (visco) plastic modeling with isotropic work hardening in large deformations
- r5.03.22: Law of behavior in large rotations and small deformations
- r5.03.23: Elasto-plastic behavior under metal irradiation: application to tank internals
- r5.03.24: Large deformation model GDEF_LOG
- r5.03.25: Regularized damage law ENDO_SCALAIRE
- r5.03.26: Quadratic regularized damage law ENDO_CARRE
- r5.03.27: Mechanical behaviors for numerical simulations
- r5.03.28: Gradient damage law ENDO_FISS_EXP
- r5.03.29: Ductile plastic and viscoplastic damage behavior laws GTN and VISC_GTN
- r5.03.31: Law of Behaviour FONDATION
- r5.03.32: Assembly behavior law ASSE_CORN
- r5.03.33: Laws of plastic and viscoplastic behavior with nonlinear isotropic work hardening VMIS_ISOT_NL and VISC_ISOT_NL
- r5.03.34: Law of viscoelastic behavior REGU_VISC_ELAS
- r5.03.35: Integration of Maxwell's viscoelastic behavior relationship (VISC_MAXWELL and VISC_MAXWELL_MT)
- r5.03.36: Behavioral law KICHENIN_NL combining elastoplasticity and nonlinear viscoelasticity
- r5.03.37: Homogenization of periodic heterogeneous structures
- r5.03.40: Static and dynamic modeling of beams in large rotations
- r5.03.50: Discreet formulation of contact friction
- r5.03.52: Contact elements derived from a continuous hybrid formulation
- r5.03.54: Contact in small slips with X- FEM
- r5.03.55: Method LAC — Local Average Contact
- r5.03.80: Load control methods
- r5.03.81: Method IMPLEX
- r5.04.01: Non-local modeling with gradients of internal variables GRAD_VARI
- r5.04.03: Second gradient modeling
- r5.04.04: Nonlocal modeling with nodal damage gradients GVNO
- r5.05.01: Solving a second-order differential equation by the NIGAM method
- r5.05.02: Algorithms for directly integrating the DYNA_VIBRA/BASE_CALCUL operator =' PHYS '
- r5.05.03: Harmonic response
- r5.05.04: Modeling of damping in linear dynamics
- r5.05.05: Dynamic nonlinear algorithm
- r5.05.07: Gyroscopic matrices of straight beams and disks
- r5.05.08: Modeling of cracked rotors by equivalent stiffness as a function of the angle of rotation
- r5.05.09: Calculation of reconstituted signals and the transfer function matrix
- r5.05.10: Dynamic analysis of structures with viscoelastic materials having frequency dependent properties
- r5.06.01: Model reduction in linear and non-linear dynamics: RITZ method
- r5.06.03: Shock and friction modeling in transient analysis by modal recombination
- r5.06.04: Algorithms for the time integration of the operator DYNA_VIBRA/BASE_CALCUL =' GENE '
- r5.07.01: Calculating nonlinear modes with operator MODE_NON_LINE
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r6 - 5 documents
- r6.01.02: Overview of the conjugate gradient: GCPC Aster and the use of PETSc
- r6.02.01: About decomposition methods like GAUSS
- r6.02.02: Linear solver using the multifrontal method MULT_FRONT
- r6.02.03: Overview of direct linear solvers and the use of MUMPS
- r6.03.01: Resolution of non-regular systems by a method of decomposition into singular values
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r7 - 80 documents
- r7.01.01: Behavioral relationships BETON_GRANGER and BETON_GRANGER_V for clean concrete creep
- r7.01.02: Prestress cable modeling
- r7.01.03: Behavioral law BETON_DOUBLE_DP with Drücker-Prager double criteria for concrete cracking and compression
- r7.01.04: Behaviour Law ENDO_ISOT_BETON
- r7.01.06: Behavioral relationship BETON_UMLV for concrete creep
- r7.01.08: MAZARS damage model
- r7.01.09: Law of Behaviour ENDO_ORTH_BETON
- r7.01.10: Modelings THHM. General information and algorithms
- r7.01.11: Behavior models THHM
- r7.01.12: Modeling thermohydration, drying and shrinkage of concrete
- r7.01.13: Law CJS in geomechanics
- r7.01.14: Law of Behaviour CAM_CLAY
- r7.01.15: Behaviour law of LAIGLE
- r7.01.16: Integration of elasto-plastic mechanical behaviors of Drucker-Prager, associated (DRUCK_PRAGER) and non-associated (DRUCK_PRAG_N_A) and post-treatments
- r7.01.17: Barcelona model
- r7.01.18: Behaviour law of HOEK_BROWN amended
- r7.01.19: Modeling the creep/plasticity coupling for concrete
- r7.01.20: Behaviour of steel subject to corrosion
- r7.01.21: Behavioral law (in 2D) for the steel-concrete bond: JOINT_BA
- r7.01.22: Law of viscoplastic behavior VISC_DRUC_PRAG
- r7.01.23: Cyclic behavior law of HUJEUX for soils
- r7.01.24: Law of viscoplastic behavior LETK
- r7.01.25: Behaviour laws of dam joints:
- r7.01.26: Behavioral relationship BETON_RAG
- r7.01.27: Law of Behaviour BETON_REGLE_PR
- r7.01.28: Mohr-Coulomb's law
- r7.01.29: Law of Behaviour ENDO_HETEROGENE
- r7.01.31: Behaviour law of reinforced concrete plates GLRC_DAMAGE
- r7.01.32: Behaviour law of reinforced concrete plates GLRC_DM
- r7.01.33: Elasto-plasticity-damage coupling
- r7.01.34: SUSHI finite volume diagrams for modeling miscible unsaturated flows
- r7.01.35: Behavioral relationship BETON_BURGER for concrete creep
- r7.01.37: Dissipative Homogenised Reinforced Concrete (DHRC) constitutive model devoted to reinforced concrete plates
- r7.01.38: Iwan's law for the cyclic behavior of granular materials
- r7.01.39: Rankine's law
- r7.01.40: Behavior model LKR
- r7.01.41: Law of behavior of porous media: InflaLas
- r7.01.42: Homogeneous damage law ENDO_LOCA_EXP
- r7.01.43: Elastoplastic law with smoothed Mohr-Coulomb criterion
- r7.01.44: Behavior Model CSSM
- r7.01.45: Law of Behaviour RGI_BETON_BA
- r7.01.46: Elasto-visco-plastic law NLH_CSRM for geomaterials
- r7.01.47: Damaging law ENDO_LOCA_TC
- r7.01.48: Behavior Model MCC
- r7.02.01: Rate of energy release in linear thermoelasticity
- r7.02.03: Rate of energy restoration in non-linear thermoelasticity
- r7.02.04: Beremin model
- r7.02.05: Calculation of stress intensity factors in linear thermoelasticity
- r7.02.06: Bordet and Rice and Tracey models
- r7.02.08: Calculation of stress intensity factors by extrapolation of the displacement field
- r7.02.09: Weibull model identification
- r7.02.10: Simplified defect toxicity analysis using the K-beta method
- r7.02.11: Cohesive behavior laws: CZM_xxx_xxxet load control
- r7.02.12: eXtended Finite Element Method: General
- r7.02.13: Crack propagation algorithms with X- FEM
- r7.02.14: Internal discontinuity elements, behavior CZM_EXPet load control
- r7.02.15: Modelling cracks with hydro-mechanical coupling in saturated porous media
- r7.02.16: Gp method: an energetic approach to the prediction of cleavage
- r7.02.17: Determination of an equivalent crack from a damage field
- r7.02.18: Hydromechanical element coupled with XFEM
- r7.02.19: Cohesive elements with X- FEM
- r7.02.20: Computation of T-stress by extrapolation of displacement field
- r7.02.21: Law of cohesive behavior
- r7.02.22: Calculation of modified J-integral in presence of initial state
- r7.04.01: Estimation of lifespan in fatigue with a large number of cycles and in oligocyclic fatigue
- r7.04.02: Estimation of fatigue under random stress
- r7.04.03: Post-treatment according to RCC -M
- r7.04.04: Multi-axial fatigue initiation criteria
- r7.04.05: Algorithm for calculating reinforcement densities
- r7.04.06: Automated tie rod method for the calculation of reinforcement
- r7.04.10: Wear calculation operator
- r7.05.01: Mechanical stability criteria
- r7.05.02: Static stability analysis of embankment slopes
- r7.07.01: Limit load calculation using the Norton-Hoff-Friaâ method, behavior NORTON_HOFF
- r7.10.01: Analysis of random responses
- r7.10.02: Post-processing of modal calculations with shock
- r7.10.03: Post-processing of tree line calculations: Campbell diagram
- r7.10.04: Post-treatment using the Roche method
- r7.20.01: Projecting a field onto a mesh
- r7.20.02: Extrapolation of measurements on a numerical model in dynamics