Ultimate bending capacity of spiral-welded steel tubes – Part I: Experiments

Author:

van Es Sjors H.J.,Gresnigt Arnold M.,Vasilikis Daniel,Karamanos Spyros A.

Funder

Research Fund for Coal and Steel (RFCS) of the European Commission

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Arcelor Mittal, Spirally welded steel pipes, Advertisement Publication, 2010

2. Arcelor Mittal. Cuxhaven – Greener Energy – Thanks to ArcelorMittal sheet piles. [Online] Available: 〈http://sheetpiling.arcelormittal.com/projects/display/title/cuxhaven〉, 2008 (accessed 02.06.15).

3. S.H.J. Van Es, A.M. Gresnigt, M.H. Kolstein, F.S.K. Bijlaard, Local buckling of spirally welded tubes – analysis of imperfections and physical testing, in: Proceedings of the International Offshore and Polar Engineering Conference (ISOPE), Anchorage, USA, 2013.

4. A.M. Gresnigt, C.H. Jo, S.A. Karamanos. Local buckling of tubular sections in structural applications, in: Proceedings of the World Congress on Advances in Structural Engineering and Mechanics (ASEM), Seoul, Korea, 2011.

5. On the flexure of thin cylindrical shells and other thin sections;Brazier;Proc. R. Soc. Ser. A,1927

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