An analysis of the effect of the interaction between two equal collinear cracks embedded in an infinite elastic plane medium on the fracture response is considered. The expressions of the stress intensity factors under general biaxial loading to infinity are worked out by using the expressions know
β¦ LIBER β¦
The effect of non-singular stresses on crack-tip constraint
β Scribed by Z.-Z. Du; J.W. Hancock
- Publisher
- Elsevier Science
- Year
- 1991
- Tongue
- English
- Weight
- 796 KB
- Volume
- 39
- Category
- Article
- ISSN
- 0022-5096
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