A CONSISTENT COROTATIONAL FORMULATION FOR ASYMMETRIC THIN-WALLED OPEN-SECTION BEAMS AND ITS APPLICATION IN BUCKLING ANALYSIS
碩士 === 國立交通大學 === 機械工程系 === 90 === A consistent procedure is proposed to derive the element internal nodal force and tangent stiffness matrix for asymmetric thin-walled beam element with open section using the virtual work principle combined with co-rotational total Lagrangian formulation...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/68213215170406361823 |