Local stability of web of tapered beam subjected to pure bending
This paper deals with a theoretical and a numerical analysis of local stability of web of tapered beams subjected to a pure bending moment. A standard FEM code COSMOS/M has been used for a numerical estimation of a critical load multiplier. It has been assumed that the critical stress of the web of...
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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2010-06-01
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| Series: | Journal of Civil Engineering and Management |
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| Online Access: | https://journals.vgtu.lt/index.php/JCEM/article/view/5941 |