Local Buckling of Doubly-Symmetric I-Sections Subjected to Warping Torsion : The limitations of the Reduced Cross-Section Method under unconventional loading
In regular design practice, when it comes to conventional loading, such as uniaxial compression and bending, the local buckling of thin plates is taken care of through cross section classification. The effect of warping torsion, which also gives rise to normal stresses in the section, however, is ty...
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| Format: | Others |
| Language: | English |
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KTH, Bro- och stålbyggnad
2019
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-251031 |