Nonlinear analysis of bisymmetric thin-walled open-section Timoshenko beam
碩士 === 國立交通大學 === 機械工程系所 === 102 === A consistent co-rotational total Lagrangian finite element formulation for the geometric nonlinear buckling and postbuckling analysis of bisymmetric thin-walled Timoshenko beams is presented. The element developed here has two nodes with seven degrees of freedom...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2013
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| Online Access: | http://ndltd.ncl.edu.tw/handle/12221150682211743504 |