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A thermomechanical anisotropic model for shock loading of elastic-plastic and elastic-viscoplastic materials with application to jointed rock

机译:弹塑性和弹黏塑性材料冲击载荷的热力学各向异性模型及其在节理岩中的应用

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摘要

A large deformation thermomechanical model is developed for shock loading of a material that can exhibit elastic and inelastic anisotropy. Use is made of evolution equations for a triad of microstructural vectors which model elastic deformations and directions of anisotropy. Specific constitutive equations are presented for a material with orthotropic elastic response. The rate of inelasticity depends on an orthotropic yield function that can be used to model weak fault planes with failure in shear and which exhibits a smooth transition to isotropic response at high compression. Moreover, a robust, strongly objective numerical algorithm is proposed for both rate-independent and rate-dependent response. The predictions of the continuum model are examined by comparison with exact steady-state solutions. Also, the constitutive equations are used to obtain a simplified continuum model of jointed rock which is compared with high fidelity numerical solutions that model a persistent system of joints explicitly in the rock medium.
机译:开发了一种大变形热力学模型,用于对具有弹性和非弹性各向异性的材料施加冲击载荷。使用微结构向量三元组的演化方程,该方程可模拟弹性变形和各向异性的方向。提出了具有正交各向异性弹性响应的材料的特定本构方程。非弹性率取决于正交各向异性屈服函数,该函数可用于模拟具有剪切破坏的薄弱断层,并且在高压缩情况下表现出向各向同性响应的平滑过渡。此外,提出了一种鲁棒的,强烈客观的数值算法,用于速率无关和速率相关的响应。通过与精确的稳态解进行比较,检验了连续体模型的预测。同样,本构方程用于获得节理岩石的简化连续体模型,并将其与高保真数值解进行比较,后者可以明确地在岩石介质中模拟节理的持久性系统。

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