Review: Web crippling behavior of cold-formed beam sections

Author:

Dwivedi R.,Vyavahare A.Y.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference122 articles.

1. American Iron and Steel Institute, Standard test method for determining the web crippling strength of cold-formed steel beams, AISI-S909, Washington DC, U.S.A; 2008.

2. Crushing strength of thin steel webs, engineering experiment;Winter,1946

3. Hetrakul, N., Yu, W.W., Structural behavior of beam webs subjected to web crippling and a combination of web crippling and bending. Final report, Civil Engineering Study, University of Missouri-Rolla, Rolla, Missouri, U.S.A.; 1978. p. 78–4.

4. Santaputra C. Web crippling of high strength cold-formed steel beams. Ph.D. thesis, University of Missouri-Rolla, Rolla, Missouri, U.S.A.; 1986.

5. Bhakta BH, LaBoube RA, Yu WW. The effect of flange restraint on web crippling strength. Final report, Civil Engineering Study 92-1, University of Missouri-Rolla, Rolla, Missouri, U.S.A.; 1992.

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