In this paper, to begin with, the nonlinear differential equations of a truncaled shallow spherical shell with variable thickness under uniformly distributed load are linearized by step-by-step loading method. The linear differential equations cap be solved by spline colloca,ron method. Critical loa
โฆ LIBER โฆ
Stability of conical shell with variable wall thickness under compound load
โ Scribed by M. E. Sidorov
- Publisher
- Springer US
- Year
- 1984
- Tongue
- English
- Weight
- 418 KB
- Volume
- 20
- Category
- Article
- ISSN
- 1573-8582
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Nonlinear stability of truncated shallow
โ
Yan Shengping
๐
Article
๐
1997
๐
Springer
๐
English
โ 272 KB
Free vibration of a conical shell with v
โ
T. Irie; G. Yamada; Y. Kaneko
๐
Article
๐
1982
๐
Elsevier Science
๐
English
โ 678 KB
Vibration analysis of laminated conical
โ
K.R. Sivadas; N. Ganesan
๐
Article
๐
1991
๐
Elsevier Science
๐
English
โ 909 KB
Free vibration of cantilever conical she
โ
K.R. Sivadas; N. Ganesan
๐
Article
๐
1990
๐
Elsevier Science
๐
English
โ 600 KB
Stability of an orthotropic cylindrical
โ
I. I. Chernushenko
๐
Article
๐
1975
๐
Springer US
๐
English
โ 147 KB
Inelastic buckling of thick-walled circu
โ
Carl T.F Ross; David Sawkins; Terry Johns
๐
Article
๐
1999
๐
Elsevier Science
๐
English
โ 593 KB
The paper reports on a theoretical and an experimental study into the collapse of three thickwalled circular conical shells, which were tested to failure under external hydrostatic pressure. All three vessels failed by plastic non-symmetric bifurcation buckling. Two theoretical analyses were carried