Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory
Most thin-walled metallic structural members experience some extent of interactive buckling that corrodes the load carrying capacity. Current design methods predict the strength of thin-walled metallic structural members based on individual buckling limit-states and limited case of interactive buckl...
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| Format: | Others |
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Virginia Tech
2017
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| Online Access: | http://hdl.handle.net/10919/75055 |