Compression and shear buckling performance of finite length plates with bending-twisting coupling

被引:6
|
作者
Lee, H. S. Jason [1 ]
York, Christopher B. [2 ]
机构
[1] Univ Glasgow, Sch Engn, Univ Ave, Glasgow G12 8QQ, Lanark, Scotland
[2] Singapore Inst Technol, 10 Dover Dr, Singapore 138683, Singapore
基金
英国工程与自然科学研究理事会;
关键词
Bending-twisting coupling; Buckling contours; Compression buckling; Lamination parameters; Laminate stacking sequences; Shear buckling; SYMMETRICALLY LAMINATED PLATES;
D O I
10.1016/j.compstruct.2020.112069
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This article investigates the compression and shear buckling performance of finite length Bending-Twisting coupled laminated plates with simply supported edges. New contour maps are developed, representing non-dimensional buckling factors, which are superimposed on the lamination parameter design spaces for laminates with standard ply orientations. Changes in buckling mode for finite length plates complicate the contour maps, which are shown to be continuous only within discrete regions of the lamination parameter design space and are strongly influenced by plate aspect ratio. The contour maps also serve to demonstrate the degrading effect of Bending-Twisting coupling on compression buckling performance as well as providing new insights into shear buckling performance improvements, including optima that are non-intuitive. The adoption of two recently developed laminate databases, to which common design rules are now applied, including ply percentages and ply contiguity constraints, ensure that the conclusions drawn are based on practical rather than hypothetical designs.
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页数:13
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