MATHP1

Hyperelastic Material Properties, Ogden Form

Description: Defines material properties for use in fully nonlinear (i.e., large strain and large rotation) hyperelastic analysis of rubber-like materials (elastomers) for isoparametric solid elements.

Format:

Example:

Field Definition Type Default
MID Material identification number. Integer > 0 Required
MUi Shear moduli related to distortional deformation. Real 0.0
ALPHAi Exponents related to distortional deformation. Real 0.0
Di Material constants related to volumetric deformation. Real ≥ 0 See Remark 2
RHO Mass density in original configuration. Real 0.0
AV Volumetric coefficient of thermal expansion. Real 0.0
TREF Reference temperature for the calculation of thermal loads. Real 0.0
GE Structural element damping coefficient. See Remarks 6 and 8. Real 0.0
NA Order of the distortional strain energy polynomial function. 0 < Integer ≤ 3 1
ND Order of the volumetric strain energy polynomial function. 0 < Integer ≤ 4 1

Remarks:

  1. The generalized Ogden strain energy may be expressed as follows:

    where , and are principal stretches; is the determinate of the deformation gradient; and 2D1 = K at small strains, where K is the bulk modulus. is the current temperature and is the initial temperature.

  2. The default for D1 is . The default for D2 through D4 is zero.
  3. Hyperelastic materials show a fully incompressible or nearly incompressible behavior. Full incompressibility is not presently available, while nearly incompressible behavior can be simulated using a large value of D1.
  4. The mass density, RHO, will be used to automatically compute mass for all structural elements.
  5. Weight density may be used in field 9 if the value 1/g is entered on the PARAM, WTMASS entry, where g is the acceleration of gravity.
  6. To obtain the damping coefficient GE, multiply the critical damping ratio C/C0, by 2.0.
  7. TREF is used only as the reference temperature for the calculation of thermal loads in linear solutions. If TEMPERATURE(INITIAL) is specified, TREF will be ignored.
  8. If PARAM, W4 is not specified, GE is ignored in transient response analysis. (See Section 5, Parameters, for more information on W4.)