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Elastic materials
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Contents
Material Models for Structural Analysis
Subsections
Elastic materials
Isotropic linear elastic material
Orthotropic linear elastic material
Hyperelastic material
Plasticity-based material models
Drucker-Prager model
Mises plasticity model with isotropic damage
Small-strain formulation:
Large-strain formulation
Nonlocal formulation
Integral nonlocal formulation
Implicit gradient formulation
Rankine plasticity model with isotropic damage
Perfectly plastic material with Mises yield condition
Composite plasticity model for masonry
Tension mode
Shear mode
Coupling of tension/shear modes
Cap mode
Nonlinear elasto-plastic material model for concrete plates and shells
Material models for tensile failure
Nonlinear elasto-plastic material model for concrete plates and shells
Smeared rotating crack model
Smeared rotating crack model with transition to scalar damage - linear softening
Smeared rotating crack model with transition to scalar damage - exponential softening
Nonlocal smeared rotating crack model with transition to scalar damage
Isotropic damage model for tensile failure
Nonlocal isotropic damage model for tensile failure
MDM - Anisotropic damage model
Local formulation
Nonlocal formulation
Input Record
Isotropic damage model for interfaces
Material models specific to concrete
Mazars damage model for concrete
Nonlocal Mazars damage model for concrete
CebFip78 model for concrete creep with aging
Double-power law model for concrete creep with aging
B3 and MPS models for concrete creep with aging
Microplane model M4
Damage-plastic model for concrete
Orthotropic damage model with fixed crack orientations for composites
Orthotropic elastoplastic model with isotropic damage
Local formulation
Nonlocal formulation
Material models for interfaces
Isotropic damage model for interfaces
Simple interface material
Borek Patzak 2011-12-29
