Rigid-link and FE models for first-generation sheet-section failure-Reference-Cited by-同舟云学术

Rigid-link and FE models for first-generation sheet-section failure

Published:2006-12 Issue:12 Volume:44 Page:1240-1249
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

de Kleine D.,Hofmeyer H.,Bakker M.C.M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference12 articles.

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2. Combined web crippling and bending moment failure of first-generation trapezoidal steel sheeting;Hofmeyer;J Constr Steel Res,2002

3. Eighth progress report, design of automotive structural components using high strength sheet steels, web crippling of cold formed steel beams, civil engineering study 86–1, structural series;Santaputra,1986

4. Behaviour of plates under partial edge loading. In: Steel structures proceedings;Sharp,1989

5. Landolfo R, Mazzolani FM. Ultimate behaviour of trapezoidal steel sheets in bending. In: Proceedings of the 12th international speciality conference on recent research and developments in cold-formed steel design and construction, October 18–19 1994, St. Louis, MO, USA.

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