Prediction of sheeting failure by an ultimate failure model using the fictitious strain method

Author:

Hofmeyer H.,Rosmanit M.,Bakker M.C.M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. European standard EN 1993-1-3:2006(E), Eurocode 3–design of steel structures–part 1–3: general rules—supplementary rules for cold-formed members and sheeting, European Committee for Standardization, Rue de Stassart 26, B-1050 Brussels.

2. North american specification for the design of cold-formed steel structural members 2007 ed, and Commentary on Specification, 2007 ed., American Iron and Steel Institute, 1140 Connecticut Avenue, NW, Suite 705, Washington, DC 20036, USA.

3. Von Kármán T, Sechler EE, Donnel LH. The strength of thin plates in compression. Transactions of the American Society of Mechanical Engineers 1931;APM-54-5.

4. Winter G. Strength of thin steel compression flanges, with appendix. Bulletin 35/3, Cornell University Engineering Experiment Station, Ithaca, NY, 1947.

5. Schafer BW. Review: the direct strength method of cold-formed steel member design. In: Proceedings of SDSS2006, International colloquium on stability and ductility of steel structures, September 2006–08, Lisbon, Portugal; 2006, IST Press, ISBN 978-972-8469-61-06.

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