Buckling of cross-ply laminated beams with arbitrary boundary conditions

被引：84
|
作者：
Khdeir, AA [1 ]
Reddy, JN [1 ]
机构：
[1] TEXAS A&M UNIV,DEPT MECH ENGN,COLLEGE STN,TX 77843
来源：
COMPOSITE STRUCTURES | 1997年 / 37卷 / 01期
关键词：
D O I：
10.1016/S0263-8223(97)00048-2
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
Analytical solutions of refined beam theories are developed to study the buckling behaviour of cross-ply rectangular beams with arbitrary boundary conditions. The state space concept in conjunction with Jordan canonical form will be used to solve exactly the governing equations of the buckling problems. The correlation between different shear deformation theories and the classical theory has been established. (C) 1997 Elsevier Science Ltd.
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页码：1 / 3
页数：3
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