A multiplicative constitutive model of hyperelastoplasticity is adopted to simulate large deformation.

为模拟更大的变形采用了极分解的乘法超弹塑性本构模型.

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And then a structural constitutive model of unsaturatedstructural loess is obtained.

最终,得到了非饱和原状结构性黄土的结构性数学模型.

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A new non - linear constitutive model for normal consolidation soil under static loading condition is presented.

提出了一种新的、适用于正常固结土在静荷作用下的应力矢量型非线性本构模型.

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Under the assumption of equivalent strain a damage constitutive model is established based on Mohr - Coulomb criterion.

根据应变等效假设可得到基于莫尔 – 库仑准则的损伤本构方程.

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The presented constitutive model and developed integration general purpose FE program MARC by user subroutine HYPELA.

而后将所提出的本构模型及积分方法编成程序,通过MARC的用户子程序HYPELA与MARC集成.

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Referring the isotropic dissipation function presented by Collins, an isotropic constitutive model is established.

以Collins提出的各向同性模型(isotropicmodel)耗散函数为出发点,建立了各向同性本构模型.

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A method of establishing the macroscopic phenomenological constitutive model of metal foam is introduced.

介绍了一种建立泡沫金属宏观唯象层次上的本构模型的方法.

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A multiplicative constitutive model of the hyperelastic - plasticity is used to simulate the large deformations.

采用乘法分解 超 弹塑性本构模型,以便模拟更大的变形.

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Secondly, the three nodes contact element obeying the elastic Coulomb friction constitutive model is presented.

并介绍了服从弹性库仑摩擦本构模型的三结点接触单元.

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