Ultimate Load and Postfailure Behaviour of Box-Section Beams Under Pure Bending

In this work the load-carrying capacity and plastic collapse mechanisms of thin-walled, rectangular and trapezoidal box-section beams subject to pure bending are investigated. The postbuckling elastic analysis is carried out using the effective width approach while the plastic buckling load is evalu...

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Bibliographic Details
Published inEngineering transactions Vol. 44; no. 2
Main Author M. Kotełko
Format Journal Article
LanguageEnglish
Published Institute of Fundamental Technological Research 01.07.1996
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