Explicit Dynamics

Properties
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.