The 3-D dynamic problem is presented for an infinite elastic medium weakened by four plane rectangular cracks of equal size. The surfaces of the cracks are loaded by a uniform pressure with Heaviside-function time dependence. Fourier-Laplace transform technique is utilized to reduce the problem to a
โฆ LIBER โฆ
3D dynamic stress intensity factors around two parallel square cracks in an infinite elastic medium under impact load
โ Scribed by S. Itou
- Publisher
- Springer
- Year
- 2001
- Tongue
- English
- Weight
- 134 KB
- Volume
- 71
- Category
- Article
- ISSN
- 0939-1533
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