扩展有限元法
断裂力学
脆性
结构工程
材料科学
有限元法
应力场
岩土工程
应力集中
裂缝闭合
压力(语言学)
地质学
机械
工程类
复合材料
物理
语言学
哲学
作者
Peng Yu,Xiangnan Wang,Jialin Yu,Yuzhen Yu,Hairong Lv
出处
期刊:International Journal of Geomechanics
[American Society of Civil Engineers]
日期:2022-09-01
卷期号:22 (9)
标识
DOI:10.1061/(asce)gm.1943-5622.0002505
摘要
Cracks are one of the major characteristics of soil structure failure. Successfully performed numerical simulation of the soil crack evolution process is conducive to the prediction of potential dangers. In recent years, crack evolution simulation has been greatly facilitated in the field of fracture mechanics by the development of the extended finite-element method (XFEM). However, it is rarely used to simulate crack evolution in earth structures, because in most cases soil cannot be regarded as a quasi-brittle material. Based on the characteristics of stress concentration and redistribution at the tip of a soil crack revealed by numerical tests, this paper proposes a discriminating method for crack propagation that can reflect the influence of the stress field at the soil crack tip on the crack propagation direction, which is then coded to an XFEM program. Compared with existing methods, this new method is found to be more accurate and effective.
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