| - | Nonlinear explicit structures |
| - | Nonlinear implicit structures |
| - | Arbitrary Lagrangian Eulerian (ALE) |
| - | Smooth Particle Hydrodynamics (SPH) |
Shell (4-nodes)
| - | Modified Belytshko & Leviathan (QPPS) |
| - | Anisotropic layered shell (fabric) |
Shell (3-nodes)
| - | Batoz triangle (Discrete Kirchhoff Triangle) |
Beam
| - | Integrated Timoshenko beam (type 18) |
Spring
| - | 1 degree of freedom (type 4) |
| - | Pulley type spring (type 12) |
| - | Beam type spring – spotweld (type 13) |
| - | Axisymmetric spring (type 25) |
| - | Tabulated spring type (type 26) |
| - | Pretensioner spring (type 32) |
| - | Multi-strand element (type 28) |
| - | Joint type spring (type 33) |
| - | Predit spotweld (type 36) |
| - | Stitch – airbag spring with complex rupture criteria (type 35) |
| - | Crushable frame spring property (type 44) |
| - | Joint type spring (type 45) |
| - | Spring property for modeling of muscles (type 46) |
Brick (hexa)
| - | Under-integrated with viscous (Belytschko) hourglass formulation |
| - | Under-integrated with viscous (Hallquist) hourglass formulation |
| - | Under-integrated, co-rotational with physical hourglass formulation (HEPH) |
| - | Under-integrated, co-rotational with variable number of Gauss points |
| - | Parabolic 20 nodes brick |
Tetra
| - | Tabulated Input for Hyper-elastic |
| - | Ogden, Mooney-Rivlin (hyper-elastic) |
| - | Elasto-plastic isotropic (w/o damage) |
| - | Johnson-Cook (yield stress depends on strain rate and temperature) |
| - | Hydrodynamic viscous (turbulent flow) |
| - | Elasto-plastic with damage |
| - | Elasto-plastic with Johnson-Cook (ductile damage) |
| - | Elasto-plastic with brittle damage |
| - | Gurson, ductile damage for porous materials (with ductile damage) |
| - | Tabulated quadratic in strain rate |
| - | Tabulated quadratic in strain rate |
| - | Thermal Hill orthotropic |
| - | Thermal Hill orthotropic 3D |
| - | Semi-analytical elasto-plastic |
| - | Swift and voce elasto-plastic law |
| - | Hyper- and Visco-elastic material |
| - | Elasto-plastic foam, closed cells |
| - | Generalized Kelvin-Voigt |
| - | Generalized Maxwell-Kelvin |
| - | Hyper visco-elastic (tabulated) |
| - | Tabulated Input for Hyper-elastic |
| - | Ogden, Mooney-Rivlin (hyper-elastic) |
| - | Visco-elastic foam with air (tabulated) |
| - | Composite and Fabric materials |
| - | Hyperelastic anisotropic Fabric |
| - | Tsai-Wu formulation composite shell |
| - | Composite shell with Chang-Chang failure |
| - | Multi-material Multiphase/fluid/explosive materials |
| - | Solid, liquid, gas and explosives |
| - | Hydrodynamic viscous fluid |
| - | K- ε turbulence material |
| - | Boundary condition material |
| - | Boundary condition material with turbulence |
| - | Hydrodynamic Bi-material liquid gas |
| - | Concrete and Rock materials |
| - | Drücker-Prager (rock or concrete) |
| - | Drücker-Prager for rock or concrete by function |
| - | Advanced Connection material |
| - | Johnson Cook failure criteria |
| - | Extended Mohr Coulomb failure |
| - | Wilkins failure criteria |
| - | Ladeveze Composite failure model |
| - | Normal and Tangential failure model |
| - | Failure according plastic strain criteria |
| - | Ductile Spalling with Johnson-Cook |
| - | Puck Composite failure model |
| - | Maximum Principal Tension Strain |
| - | Chang Chang failure model |
| - | Activation with sensor IS1, deactivation with sensor IS2 |
| - | ON as long as sensors IS1 AND IS2 are ON |
| - | ON as long as sensors IS1 OR IS2 are ON |
| - | Interface activation and deactivation |
| - | Rigid wall activation and deactivation |
| - | ON as long as IS1 is OFF |
| - | Hyper-ellipsoids to nodes |
| - | Hyper-ellipsoids to elements |
| - | Soft penalty formulation |
| - | Lagrange multipliers formulation |
| - | Multi-Domain multiple input file |
| - | Multi-Domain single input file |
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