A CONSISTENT COROTATIONAL FORMULATION FOR BISYMMETRIC THIN-WALLED OPEN-SECTION BEAMS AND ITS APPLICATION IN BUCKLING ANALYSIS
碩士 === 國立交通大學 === 機械工程系 === 89 === A consistent procedure is proposed to derive the element internal nodal force and tangent stiffness matrix for doubly symmetric thin-walled beam element with open section using the virtual work principle combined with co-rotational total Lagrangian formulation....
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2001
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| Online Access: | http://ndltd.ncl.edu.tw/handle/52923681787905031135 |