Numerical Study of Crack Propagation path in Three-point Bending Beam using Extended Finite Element Method

被引：3

作者：

Fan, Cheng ^{[1
]}

Jing, XueQing

机构：

[1] Dalian Univ, Ctr Mat Failure Modeling Res, Dalian 116622, Peoples R China

来源：

ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4 | 2013年 / 353-356卷

基金：

中国国家自然科学基金;

关键词：

extended finite element method; Partition of unity; numerical simulation; crack; PARTITION;

D O I：

10.4028/www.scientific.net/AMM.353-356.3615

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper is based on the basic principles of the extended finite element in the large commercial software ABAQUS on the platform of different fracture energy of three point bending test of concrete are numerically simulated, and three-point bending crack initiation, through expansion path analysis. The results show that has a direct impact on the size of the fracture energy of concrete specimen's destruction, Fracture of brittle fracture can be small more obvious, produce more harmful. When softening decline stage after peak stress occurred in the "jump back" phenomenon.

引用

页码：3615 / +

页数：2

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