Postbuckling response and strength of laminates under combined in-plane loads

被引:31
作者
Singh, SB
Kumar, A [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Kanpur 208016, Uttar Pradesh, India
[2] MNREC, Dept Appl Mech, Allahabad 211004, Uttar Pradesh, India
关键词
strength; buckling; laminate; failure criterion; finite-element analysis;
D O I
10.1016/S0266-3538(98)00125-0
中图分类号
TB33 [复合材料];
学科分类号
摘要
The objective of this work is to study the postbuckling behaviour and progressive failure response of thin, symmetric laminates under uniaxial compression and uniaxial compression combined with in-plane shear loads (positive and negative). First-order shear deformation theory and geometric non-linearity in the von Karman sense are used with a finite-element procedure. The 3-D Tsai-Hill criterion is used to predict failure of a lamina and the maximum stress criterion is used to predict onset of delamination at the interface of two adjacent layers. The effect of plate aspect ratio and ply lay-ups on the load deflection response is presented. Load interaction diagrams for (+/-45/0/90)(2s) (+/-45)(4s) and (0/90)(4s) laminates are obtained in terms of the buckling, the first-ply and the ultimate failure loads. In addition, progressive failure response of the (+/-45/0/90)(2s) laminate is also presented to show the buckling loads, failure loads, maximum transverse displacements associated with the failure loads and failure modes and locations at various load ratios. (C) 1999 Published by Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:727 / 736
页数:10
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