Fracture analysis of functionally graded material by hybrid meshless displacement discontinuity method

被引:18
|
作者
Zheng, H. [1 ]
Sladek, J. [2 ]
Sladek, V [2 ]
Wang, S. K. [3 ]
Wen, P. H. [1 ,3 ]
机构
[1] Nanchang Univ, Sch Civil Engn, Nanchang, Jiangxi, Peoples R China
[2] Slovak Acad Sci, Inst Construct & Architecture, Bratislava, Slovakia
[3] Queen Mary Univ London, Sch Engn & Mat Sci, London, England
基金
中国国家自然科学基金;
关键词
Functionally graded materials; Displacement discontinuity method; Meshless local Petrov-Galerkin method; Static and dynamic loadings; Stress intensity factors; Crack growth; FATIGUE-CRACK GROWTH; STRESS; PROPAGATION;
D O I
10.1016/j.engfracmech.2021.107591
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The recent progress in the development and research of functionally graded materials (FGMs) has prompted the development of numerical methods in engineering analysis for continuously nonhomogeneous media. This paper presents the hybrid Meshless Displacement Discontinuity Method (MDDM) for a cracked structure with functionally graded materials. The fundamental solutions of displacement discontinuity for an isotropic homogenous body form a part of the general solutions for non-homogenous materials, in order to create the gap on the crack surface. The governing equations are satisfied by using the Meshless Local Petrov-Galerkin method (MLPG) at the scattered nodes in the domain. The stress intensity factors (SIFs) are evaluated by either crack opening displacement (COD) method or equivalent stress technique. The crack growth paths with different FGMs gradient parameters are investigated and compared with the solutions given by the finite element method (FEM). The efficiency and accuracy of hybrid MDDM are demonstrated by four examples and comparisons have been e with other analytical and numerical methods.
引用
收藏
页数:20
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