The problem of the equilibrium of a plane with a circular hole and a shear crack is considered to model failure of an excavation (borehole or circular opening) in rocks weakened by discontinuities (planes of weakness). It is assumed that sliding occurs in a part of the plane of weakness when the Moh
A method of integral evaluation of the endurance of a structural element with a crack propagating in a single plane
โ Scribed by A. E. Andreikiv; A. I. Darchuk
- Publisher
- Springer
- Year
- 1989
- Tongue
- English
- Weight
- 257 KB
- Volume
- 24
- Category
- Article
- ISSN
- 1573-885X
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