积分器
有限元法
有界函数
水准点(测量)
领域(数学)
要素(刑法)
泊松方程
断裂(地质)
应用数学
方案(数学)
相(物质)
计算机科学
数学
数学优化
数学分析
结构工程
工程类
物理
地质学
法学
纯数学
带宽(计算)
岩土工程
量子力学
计算机网络
政治学
大地测量学
作者
Tong-Rui Liu,Fadi Aldakheel,M.H. Aliabadi
标识
DOI:10.1016/j.cma.2023.116050
摘要
In this paper, we propose a new and efficient virtual element scheme for phase field modeling of the dynamic fracture using an explicit time integration scheme. The explicit time integrator divided the whole problem into two parts, namely, mechanical and damage sub-problems. The former is treated as an elastodynamic equation while the latter is treated as a Poisson equation with reaction terms subjected to irreversibility and bounded constraints. To test the performance of the proposed numerical framework, several benchmark problems are validated and the results are in good agreement with the corresponding numerical and experimental study. Moreover, VEM outperforms FEM in view of memory efficiency and choice of element type.
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