The classical approach to external crack problems reduces them to the solution of some equivalent problems for a half-space. It is known that the stresses at the boundary plane z = 0 usually are not in equilibrium, which implies an existence of equilibrating forces and moments at infinity. Recently,
β¦ LIBER β¦
On the external planar crack problem
β Scribed by E.N. Mastrojannis; T.B. Kermanidis
- Book ID
- 103501761
- Publisher
- Elsevier Science
- Year
- 1982
- Tongue
- English
- Weight
- 258 KB
- Volume
- 9
- Category
- Article
- ISSN
- 0093-6413
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The problem of a bounded planar crack in a homogeneous, isΒ©tropic, linearly elastic space is considered. It is assumed that uniform normal loads, which are equal in magnitude and opposite in direction, are applied to the crack surfaces. It is shown that a circle is the only form of crack for which t