An effective numerical stress intensity factor calculation with no crack discretization
作者： G. Kuhn , H. Mews
DOI: 10.1007/BF00034276
关键词: In plane 、 Stress intensity factor 、 Mathematical analysis 、 Fundamental solution 、 Fissure 、 Anisotropy 、 Boundary element method 、 Mathematics 、 Geometry 、 Discretization 、 Function (mathematics)
摘要: An effective numerical procedure for calculating stress intensity factors (SIF) in plane problems based on a modified boundary element technique not requiring any crack discretization was proposed by Snyder [1]. Instead of the usual fundamental solution, he used Green's function problem traction-free central an anisotropic plate.
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