An efficient stress intensity factor solution scheme for corner cracks at holes under bivariant stressing

Y. D. Lee, R. Craig McClung, G. G. Chell

Fatigue & Fracture of Engineering Materials & Structures · 2008 · 23 citations · 20 references

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Abstract

ABSTRACT This paper summarizes the development of an efficient stress intensity factor (SIF) solution scheme applicable to a corner crack (CC) in a rectangular section subjected to arbitrary stressing on the crack plane. A general bivariant weight function (WF) formulation developed previously for a CC in a plate was extended to address a CC at a hole. Two supplemental algorithms were developed to achieve a substantial reduction in the computational time necessary for practical application. The new SIF solution scheme was validated by comparison with more than 180 three‐dimensional (3D) boundary element (BE) solutions.

References

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