Abstract
The finite‐element method for computing the extensional stress‐intensity factor, K1, for cracks approaching selected singularities of varied geometry is described. Stress‐intensity factors are generated using both displacement and J‐integral techniques, and numerical results are compared to those obtained experimentally in a photoelastic investigation. The selected singularities considered are a colinear crack, a circular penetration, and a notched circular penetration. Results indicate that singularities greatly influence the crack‐tip stress‐intensity factor as the crack approaches the singularity. In addition, the degree of influence can be regulated by varying the overall geometry of the singularity. Local changes in singularity geometry have little effect on the stress‐intensity factor for the cases investigated.

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