论文标题
计算耦合的大型围绕围绕动态故障和破裂的多孔多孔培养基的破裂
Computational coupled large-deformation periporomechanics for dynamic failure and fracturing in variably saturated porous media
论文作者
论文摘要
在静态和动态载荷下,连续或破裂部分饱和的多孔介质的大型信息和多个物理在工程和科学中很重要。本文专门用于计算耦合的大型信息围环机范式,假设在可变饱和的多孔介质中对动态故障进行模拟动态故障和破裂。通过更新的Lagrangian-Eulerian框架在当前/变形的配置中配制了散装和断裂材料点的耦合的控制方程。假设混合材料点的地平线保持球形,并且其邻居点在当前构型中确定。作为重要的贡献,明确考虑了通过混合的perideNancial状态概念来建模从部分饱和到完全饱和的过渡(VICE,反之亦然)。我们已经在更新的Lagrangian-Eulerian框架中为批量和界面点制定了耦合的本构对应原理和稳定方案。我们通过时间上完全隐式的分数算法和空间中的混合更新的Lagrangian-Eulerian meshfree方法来实现数值耦合的大变形周围力学。提出了数值示例,以验证实现的稳定计算耦合大变形周围力学,并证明了其在对动态故障和可变饱和的多孔介质中的解体过程中的功效和鲁棒性。
The large-deformation mechanics and multiphysics of continuous or fracturing partially saturated porous media under static and dynamic loads are significant in engineering and science. This article is devoted to a computational coupled large-deformation periporomechanics paradigm assuming passive air pressure for modeling dynamic failure and fracturing in variably saturated porous media. The coupled governing equations for bulk and fracture material points are formulated in the current/deformed configuration through the updated Lagrangian-Eulerian framework. It is hypothesized that the horizon of a mixed material point remains spherical, and its neighbor points are determined in the current configuration. As a significant contribution, the mixed interface/phreatic material points near the phreatic line are explicitly considered for modeling the transition from partial to full saturation (vice versa) through the mixed peridynamic state concept. We have formulated the coupled constitutive correspondence principle and stabilization scheme in the updated Lagrangian-Eulerian framework for bulk and interface points. We numerically implement the coupled large deformation periporomechanics through a fully implicit fractional-step algorithm in time and a hybrid updated Lagrangian-Eulerian meshfree method in space. Numerical examples are presented to validate the implemented stabilized computational coupled large deformation periporomechanics and demonstrate its efficacy and robustness in modeling dynamic failure and fracturing in variably saturated porous media.