A method for the geometrically nonlinear analysis of compressively loaded prismatic composite structures
A method was developed for the geometrically nonlinear analysis of the static response of thin-walled stiffened composite structures loaded in uniaxial or biaxial compression. The method is applicable to arbitrary prismatic configurations composed of linked plate strips, such as stiffened panels and...
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| Format: | Others |
| Language: | en |
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/39814 http://scholar.lib.vt.edu/theses/available/etd-10132005-152521/ |