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Fully automatic modelling of mixed-mode crack propagation using scaled boundary finite element method
Authors:Zhenjun Yang
Affiliation:College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China School of Civil and Resource Engineering, The University of Western Australia, Crawley, WA 6009, Australia
Abstract:The newly-developed scaled boundary finite element method (SBFEM) is able to calculate stress intensity factors directly because the singularity in stress solutions at crack tips is analytically represented. By taking this advantage, a mixed-mode crack propagation model based on linear elastic fracture mechanics (LEFM) was developed in this study. A domain is first divided into a few subdomains. Because the dimensions and shapes of subdomains can be flexibly varied and only the domain boundaries or common edges between subdomains are discretised in the SBFEM, a remeshing procedure as simple as in boundary element methods was developed with minimum mesh changes whereas the generality and flexibility of the FEM is well maintained. Fully-automatic modelling of mixed-mode crack propagation is then achieved by combining the remeshing procedure with a propagation criterion. Three mixed-mode examples were modelled. Comparisons of the numerical results with those from available publications show that the developed model is capable of predicting crack trajectories and load-displacement relations accurately and efficiently.
Keywords:Scaled boundary finite element analysis  Stress intensity factors  Mixed-mode crack propagation  Remeshing procedure  Linear elastic fracture mechanics
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