Difference between revisions of "Clamped Neo-Hookean Material"

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| Elastic || Enter 0 to basic elastic stresses on the model in Ref. <ref name="DIZ"/>. Enter 1 to base elastic stresses on the [[Neo-Hookean Material|neo-Hookean material]]. || none || 0
| Elastic || Enter 0 to basic elastic stresses on the model in Ref. <ref name="DIZ"/>. Enter 1 to base elastic stresses on the [[Neo-Hookean Material|neo-Hookean material]]. || none || 0
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| ([[Neo-Hookean Material#Material Properties|other]]) || Properties to define underlying neo-Hookean material (note that UJOption can only be changed from 1 when Elastic is 1) || varies || varies
| ([[Neo-Hookean Material#Material Properties|other]]) || Properties to define underlying neo-Hookean material (note that UJOption is always 1 when Elastic is 0, but can be any option when Elastic is 1) || varies || varies
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Revision as of 16:37, 6 February 2015

Constitutive Law

This MPM Material is an isotropic, elastic-plastic material in large strains using a hyperelastic formulation. The elastic part is a neo-Hookean material. Plasticity occurs when the elongation in either tension of compression reaches a critical value. This material is based on similar material using in a paper to animate snow mechanics[1].

Material Properties

The material properties are given in the following table.

Property Description Units Default
CritComp Critical compression extension none 0.025
CritComp Critical tensile extension none 0.0075
xihard Hardening coefficient none 10
Elastic Enter 0 to basic elastic stresses on the model in Ref. [1]. Enter 1 to base elastic stresses on the neo-Hookean material. none 0
(other) Properties to define underlying neo-Hookean material (note that UJOption is always 1 when Elastic is 0, but can be any option when Elastic is 1) varies varies

Examples

These commands model snow:


References

  1. 1.0 1.1 A. Stomakhin, C. Schroeder, L. Chai, J. Teran, and A. Selle, "A material point method for snow simulation," ACM Trans. Graph., Vol. 32, No. 4, Article 102, July 2013.