Density, f(T,F) | Isotropic Elasticity, f(T,F,U) | Orthotropic Elasticity, f(T,F,U) | Viscoelastic | Bilinear Isotropic Hardening, f(T) | Multilinear Isotropic Hardening, f(T) | Bilinear Kinematic Hardening, f(T) | Multilinear Kinematic Hardening, f(T) | Johnson Cook Strength | Cowper Symonds Strength | Steinberg Guinan Strength | Zerilli Armstrong Strength | Neo-Hookean, f(T) | Mooney-Rivlin (2, 3, 5, and 9 Parameter), f(T,F,U) | Polynomial (1st, 2nd, and 3rd Order), f(T) | Yeoh (1st, 2nd, and 3rd Order), f(T) | Ogden (1st, 2nd, and 3rd Order), f(T) | Specific Heat, Cp f(T,U) | Drucker-Prager Strength Linear | Drucker-Prager Strength Stassi | Drucker-Prager Strength Piecewise | Johnson-Holmquist Strength Continuous | Johnson-Holmquist Strength Segmented | RHT Concrete Strength | MO Granular | Bulk Modulus | Shear Modulus | Polynomial EOS | Shock EOS Linear | Shock EOS Bilinear | Crushable Foam | Compaction EOS Linear | Compaction EOS Non-Linear | P-alpha EOS | Plastic Strain Failure | Principal Stress Failure | Principal Strain Failure | Stochastic Failure | Tensile Pressure Failure | Crack Softening Failure | Johnson Cook Failure | Grady Spall Failure | Explosive JWL | Explosive JWL Miller | Ideal Gas EOS | Erode on Geometric Strain | Erode on Plastic Strain | Erode on Failure | Erode on Timestep |
See Material Models Used in Explicit Dynamics Analysis for a description of the above
properties.
Tsai-Wu Constants must be used in conjunction with
Orthotropic Stress Limit. Tsai-Wu Constants used in conjunction with
Orthotropic Strain Limit are not supported.
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