An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 2. A comparative study with design codes prescriptions, experimental results and numerical simulations-Reference-Cited by-同舟云学术

An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 2. A comparative study with design codes prescriptions, experimental results and numerical simulations

Published:2011-09 Issue:9 Volume:49 Page:1062-1070
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Fraldi M.,Freeman R.,Slater S.,Walker A.C.,Guarracino F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Fraldi M, Guarracino F. An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 1. Analytical derivation. Thin Walled Struct. this issue, doi:10.1016/j.tws.2011.03.14

2. Mørk K, Spiten J, Collberg L. Buckling and collapse limit state. SUPER 2M Project, SINTEF Rep. No. STF22 F96741; December 1996.

3. British Standard Institute. Code of practice for pipelines—part 3. Pipelines subsea: design, construction and installation. BS8010, London; 1993.

4. Theory of elastic stability;Timoshenko,1961

5. Shell Development Company. Deepwater pipeline feasibility study 1974–1977. Report 21-1; April 1975.

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