Numerical investigation on the ultimate strength of stiffened cylindrical shells considering residual stresses and shakedown

Author:

Cerik Burak Can,Cho Sang-Rai

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Oceanography

Reference19 articles.

1. Cerik BC, Shin HK, Cho SR (2013) Probabilistic ultimate strength analysis of submarine pressure hulls. Int J Nav Arch Ocean Eng 5(1):101–115

2. Kirstein AF, Slankard RC (1956) An experimental investigation of the shell-instability strength of a machined, ring-stiffened cylindrical shell under hydrostatic pressure (Model BR-4A), Report 997, David Taylor Model Basin, Washington, DC

3. Krenzke MA (1960) Effects of initial deflections and residual welding stresses on elastic behavior and collapse of stiffened cylinders subjected to external hydrostatic pressure. Report 1327, David Taylor Model Basin, Washington, DC

4. Smith CS, Kirkwood W (1977) Influence of initial deformations and residual stresses on inelastic flexural buckling of stiffened plates and shells. In: Dowling PJ, Harding JE, Frieze PA (eds) Steel plated structures. Granada Publishing Limited, London, pp 838–864

5. Bushnell D (1980) Effect of cold bending and welding on buckling of ring-stiffened cylinders. Comput Struct 12(3):291–307

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