Numerical modelling of crack initiation, propagation and branching under dynamic loading

被引:22
作者
Islam, Md Rushdie Ibne [1 ,2 ]
Shaw, Amit [2 ]
机构
[1] ESS Engn Software Steyr GmbH, Berggasse 35, A-4400 Steyr, Austria
[2] Indian Inst Technol, Dept Civil Engn, Kharagpur 721302, W Bengal, India
关键词
Pseudo-spring SPH; Crack initiation; Propagation; Branching; Dynamic fracture; FINITE-ELEMENT METHOD; MESHFREE METHOD; COHESIVE ELEMENTS; DUCTILE MATERIAL; PARTICLE METHOD; FRACTURE MODEL; SPH; SIMULATION; FAILURE; GROWTH;
D O I
10.1016/j.engfracmech.2019.106760
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper crack initiation, propagation and branching phenomena are simulated using the Pseudo-Spring Smoothed Particle Hydrodynamics (SPH) in two and three-dimensional domains. The pseudo-spring analogy is used to model material damage. Here, the interaction of particles is limited to its initial immediate neighbours. The particles are connected via springs. These springs do not provide any extra stiffness in the system but only define the level of interaction between the connecting pairs. It is assumed that a crack has passed through a spring connecting a particle pair if the damage indicator of that spring becomes more than a predefined value. The crack branching of a pre-notched plate under dynamic loading and the effect of loading amplitude are studied. The computed crack speeds, crack paths and surfaces are compared with experimental and numerical results available in the literature and are found to be in good agreement. Next, the effect of notch location for a plate with a circular hole is studied. The ability of the framework to model arbitrary crack paths and surfaces are also demonstrated via three-dimensional simulations of chalk under torsion, Kalthoff-Winkler experiment, Taylor bullet impact and crack branching.
引用
收藏
页数:25
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