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Evaluation of J-Integral for Surface Cracked Plates under Biaxial Loading Using Extended Reference Stress Method

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Figure

Table 2  List of Crack Sizes
Fig. 3  Example of Finite Element Mesh and J-Integral Paths (Case 1, a/c = 0.2, a/t = 0.2)
Fig. 9  Effect of Sx/Sy on J-Integral
Fig. 10  Comparison of Relations between PLbiaxial/PL and Sx/Sy Obtained from Finite Element Analysis and Proposed Method
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