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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Published in | Engineering transactions Vol. 44; no. 2 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Institute of Fundamental Technological Research
01.07.1996
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Online Access | Get full text |
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