Geometric nonlinear analysis of doubly symmetric thin-walled beams with variable open section subjected to axial load and torque
碩士 === 國立交通大學 === 機械工程系所 === 94 === A six node degenerate element is proposed based on the concept of Ref. [1] by using consistent co-rotational finite element formulation for the geometric nonlinear analysis of doubly symmetric thin-walled I beam with slow varying flange. Only the axial displaceme...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/8ac3z4 |