A Fast Multipole Dual Boundary Element Method for the Three-dimensional Crack Problems

被引:0
|
作者
Wang, H. T. [1 ]
Yao, Z. H. [2 ]
机构
[1] Tsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R China
[2] Tsinghua Univ, Sch Aerosp, Beijing 100084, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
dual boundary element method; fast multipole; large-scale; crack opening displacement; stress intensity factor; FRACTURE-MECHANICS ANALYSIS; INTEGRAL-EQUATION METHOD; REINFORCED COMPOSITES; HIERARCHICAL MATRICES; ELASTOSTATIC PROBLEMS; BEM; 3D; GROWTH; SIMULATION; PROPAGATION;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A fast boundary element solver for the analysis of three-dimensional general crack problems is presented. In order to effectively model the embedded or edge cracked structures a dual boundary integral equation (BIE) formulation is used. By implementing the fast multipole method (FMM) to the discretized BIE, structures containing a large number of three-dimensional cracks can be readily simulated on one personal computer. In the FMM framework, a multipole expansion formulation is derived for the hyper-singular integral in order that the multipole moments of the dual BIEs containing the weakly-, strongly- and hyper-singular kernels are collected and translated with a unified form. In the numerical examples, the accuracy of the proposed method for the evaluations of both the crack opening displacement (COD) and stress intensity factor (SW) is tested, and its performance in both the memory consumption and solution time in comparison with several other algorithms is investigated. The results are shown to demonstrate the effectiveness of this method for large-scale crack problems.
引用
收藏
页码:115 / 147
页数:33
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