Finite element analysis for the elastic stability of thin walled open section columns under generalized loading
The current interest in collapse characteristics brought about by crashworthiness requirements ýas shown the need for a better understanding and predictive capability for the thin walled open section structures. In general three possible modes exist in which a loaded thin walled open section column...
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| Format: | Default Thesis |
| Published: |
1986
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| Online Access: | https://hdl.handle.net/2134/7501 |
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