A twenty DOF element for nonlinear analysis of unsymmetrically laminated beams
The purpose of this study was to develop a simple one- dimensional finite element for the nonlinear analysis of symmetrically and unsymmetrically laminated composite beams including shear deformation. There is a need for a simple and efficient method for analyzing unsymmetrically laminated beams sin...
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/44062 http://scholar.lib.vt.edu/theses/available/etd-08012012-040219/ |