热-机械载荷作用下复合层合梁的弯曲分析

IF 0.5 Q4 ENGINEERING, MULTIDISCIPLINARY
S. Kulkarni, Y. Ghugal
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引用次数: 2

摘要

本文研究了单层正交各向异性、两层反对称和三层对称叠层梁在均布热力荷载作用下的弯曲分析。热载荷在叠层梁的厚度上线性变化。在层合梁的弯曲分析中,考虑了均匀分布的热载荷和均匀分布的横向机械载荷的组合。使用正弦剪切变形理论。理论位移场由厚度坐标的正弦函数组成,包括剪切变形效应。利用虚功原理得到了理论的控制方程和边界条件。该理论不需要剪切修正系数,满足梁顶部和底部无剪切应力的条件。利用正弦剪切变形理论,得到了正交各向异性、反对称和对称交叠梁的应力和位移。将本理论的结果与Timoshenko梁理论、经典梁理论以及文献中的结果进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
FLEXURAL ANALYSIS OF COMPOSITE LAMINATED BEAMS SUBJECTED TO THERMO-MECHANICAL LOADS
The present work is concerned with the flexural analysis of single layer orthotropic, two-layer antisymmetric and three-layer symmetric laminated beams subjected to uniformly distributed thermo-mechanical loads. The thermal load is varying linearly across the thickness of laminated beams. A combination of uniformly distributed thermal load with uniformly distributed transverse mechanical load is taken into consideration for the flexural analysis of laminated beams. A sinusoidal shear deformation theory is used. The displacement field of theory consists of sinusoidal function in terms of thickness co-ordinate to include the shear deformation effect. Governing equations and boundary conditions of theory are obtained by using the principal of virtual work. The theory obviates the need of shear correction factor and satisfies the shear stress free conditions at the top and bottom of the beam. Stresses and displacements in orthotropic, antisymmetric and symmetric cross ply laminated beams are obtained by using sinusoidal shear deformation theory. The results obtained by present theory are compared with Timoshenko beam theory, classical beam theory and also with the results which are available in the literature wherever possible.
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CiteScore
0.90
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