Abstract
A brittle failure model based on the Weibull theory is developed for a plate subjected to biaxial stresses. The failure model is based on an opening mode (mode I) failure propagating outward from an existing through-hole. This model leads to Weibull integrals which are simplified to one dimension in order to evaluate the highest risk-to-failure volume. The Weibull integrals are evaluated numerically for an isotropic plate with a center through-hole with a searching scheme to find the most likely angle of fracture. When compared with experimental results, the Weibull integrals yield generally conservative estimates of notched strength, predicting a more rapid degradation of strength in the presence of a notch than is actually experienced. The integrals also correctly predict the strengthening effect due to the biaxial tension.
| Original language | English |
|---|---|
| Pages (from-to) | 271-275 |
| Number of pages | 5 |
| Journal | Materials science and engineering |
| Volume | 47 |
| Issue number | 3 |
| DOIs | |
| State | Published - Mar 1981 |
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