Static solution of crack propagation problems in Peridynamics

被引:138
作者
Ni, Tao [1 ,2 ]
Zaccariotto, Mirco [3 ,4 ]
Zhu, Qi-Zhi [1 ,2 ]
Galvanetto, Ugo [3 ,4 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing, Jiangsu, Peoples R China
[3] Univ Padua, Ind Engn Dept, Via Venezia 1, I-35131 Padua, Italy
[4] Ctr Studies & Act Space CISAS G Colombo, Via Venezia 15, I-35131 Padua, Italy
基金
中国国家自然科学基金;
关键词
Static solution; Fracture; Peridynamics; Implicit algorithms; Coupling approach; Finite element method; DISCRETIZED PERIDYNAMICS; FEM MESHES; MODEL; FRACTURE; GRIDS;
D O I
10.1016/j.cma.2018.11.028
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The static solution of crack propagation problems can be an efficient way to find both the failure load of a structure and the shape of the crack pattern. The paper introduces two new implicit static solution procedures to study crack propagation problems by adopting a Peridynamic-based numerical tool, and compares them with the Sequentially Linear Analysis. We discretize the structures in space by adopting a coupled FEM-PD approach, which exploits the flexibility of FEM to reduce the overall computational cost of the simulation. The results of several numerical examples indicate the main novel conclusions of the paper: when using a PD-based software, controlling the maximum number of bonds broken in each iteration may increase significantly the accuracy of the solution and keep the computational cost to an acceptable level. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:126 / 151
页数:26
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