Corotational formulation for nonlinear analysis of flexible beam structures
Flexible beam structures are popular in civil and mechanical engineering. Many of these structures undergo large displacements and finite rotations, but with small deformations. Their dynamic behaviors are usually investigated using finite beam elements. A well known method to derive such beam eleme...
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| Format: | Others |
| Language: | English |
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KTH, Bro- och stålbyggnad
2012
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-94880 |