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An effective method of stress intensity factor calculation for cracks emanating from a triangular or square hole under biaxial loads
Author(s) -
YAN X.
Publication year - 2003
Publication title -
fatigue and fracture of engineering materials and structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.887
H-Index - 84
eISSN - 1460-2695
pISSN - 8756-758X
DOI - 10.1046/j.1460-2695.2003.00706.x
Subject(s) - discontinuity (linguistics) , stress intensity factor , boundary element method , crack tip opening displacement , displacement (psychology) , finite element method , materials science , structural engineering , boundary (topology) , wedge (geometry) , square (algebra) , mechanics , geometry , crack closure , fracture mechanics , mathematics , mathematical analysis , engineering , physics , psychology , psychotherapist
This paper is concerned with stress intensity factors for cracks emanating from a triangular or square hole under biaxial loads by means of a new boundary element method. The boundary element method consists of the constant displacement discontinuity element presented by Crouch and Starfied and the crack‐tip displacement discontinuity elements proposed by the author. In the boundary element implementation, the left or the right crack‐tip displacement discontinuity element is placed locally at the corresponding left or right crack tip on top of the constant displacement discontinuity elements that cover the entire crack surface and the other boundaries. The method is called a Hybrid Displacement Discontinuity Method (HDDM). Numerical examples are included to show that the method is very efficient and accurate for calculating stress intensity factors for plane elastic crack problems. In addition, the present numerical results can reveal the effect of the biaxial loads on stress intensity factors.

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