An exact analysis of deformation and stress field in a finite circular elastic cylinder under its own weight is presented, with emphasis on the end effect. The problem is formulated on the basis of the state space formalism for axisymmetric deformation of a transversely isotropic body. Upon delineat
โฆ LIBER โฆ
Buckling of masonry pier under its own weight
โ Scribed by R. Frisch-Fay
- Publisher
- Elsevier Science
- Year
- 1980
- Tongue
- English
- Weight
- 391 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0020-7683
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