THE EFFECT OF SHEAR DEFORMATION ON POSTBUCKLING BEHAVIOR OF LAMINATED BEAMS

被引:34
作者
SHEINMAN, I
ADAN, M
机构
[1] Faculty of Civil Engineering, Technion-lsrael Institute of Technology, Haifa, 32 000, Israel
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1987年 / 54卷 / 03期
关键词
Laminated composites - Kinematics - Laminating - Shear flow - Differential equations - Nonlinear equations - Plates (structural components);
D O I
10.1115/1.3173069
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A geometrical nonlinear theory of composite laminated beams is derived with the effect of transverse shear deformation taken into account. The theory is based on a high-order kinematic model, with the nonlinear differential equations solved by Newton’s method and a special finite-difference scheme. A parametric study of the shear effect involving several kinematic approaches was carried out for isotropic and anisotropic beams. © 1987 by ASME.
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页码:558 / 562
页数:5
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