A new method which couples the level set method with meshless method to simulate crack growth is presented. The coupling of level set and meshless method can achieve naturally because they all set up based on the discrete nodal data. Two level sets that are orthogonal to one another at the crack tip are used to represent the geometry of crack and the location of crack tip
and to construct the Heaviside skip function and the Westergaard enriched function near the crack tip in the element-free Galerkin method (EFGM) discontinuous approximation. New crack tips are defined by the update algorithm of level set easily when the crack is growing. The coupling method does not use the visibility method
the diffraction method or the transparency method. The singularity is reproduced very well; and the convergence for elastic problems is improved. The passage of crack has no influence on the nodal domain. Smaller domain is used to calculation
which keeps the band and sparsity of the over all stiffness matrix. In addition
the level set makes the selection of enriched nodes and the establishment of additional function simply; and its update process needs no evolution equations. The numerical results show that the presented method has higher computational accuracy; and the simulated expanding path of crack is coincided with the tested curve. So
the results verify the validity and accuracy of the presented method.
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Related Author
HUANG Yan-hua
YANG Sheng-qi
CHEN Lu
ZANG Chuan-wei
YU Feng-hai
TAN Yun-liang
ZHAO Tong-bin
ZHANG Zhi-jun
Related Institution
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology
Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, Wuhan University
School of Resources and Safety Engineering, Central South University
College of Minging and Safety Engineering, Shandong University of Science and Technology
School of Nuclear Resource Engineering, University of South China