Structural response of steel lined pipes under cyclic bending

Author:

Gavriilidis Ilias,Karamanos Spyros A.

Funder

The University of Edinburgh

Engineering and Physical Sciences Research Council

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference63 articles.

1. Armstrong, P.J. and Frederick, C., 1966. A mathematical representation of the multiaxial Bauschinger effect. CEGB Report No. RD/B/N 731.

2. Atlas Specialty Metals, 18 February 2004. Stainless Steel - Grade 316L - Properties, Fabrication and Applications (UNS S31603). AZO MATERIALS, url:https://www.azom.com/article.aspx?ArticleID=2382.

3. Brown, G., Tkaczyk, T., and Howard, B., 2004. Reliability based assessment of minimum reelable wall thickness for reeling. In: 2004 International Pipeline Conference, Calgary, Alberta, Canada, American Society of Mechanical Engineers Digital Collection, IPC2004-0733, pp. 1951–1960.

4. Buckling life estimation of circular tubes under cyclic bending;Chang;Int. J. Solids Struct.,2009

5. Finite element analysis of cyclically-loaded steel pipes during deep water reeling installation;Chatzopoulou;Ocean Eng.,2016

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