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Analysis of thick orthotropic laminated composite plates based on higher order shear deformation theory

机译:基于高阶剪切变形理论的正交各向异性厚复合板分析

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A two-dimensional finite element model is presented to perform the linear static analysis of laminated orthotropic composite plates based on a refined higher order shear deformation theory. The theory accounts for parabolic distributions of transverse shear stresses and requires no shear correction factors. A finite element program is developed using serendipity element with seven degrees of freedom per node. The present solutions are compared with those obtained using three-dimensional elasticity theory and those obtained by other researchers. The theory accurately predicts displacements and transverse shear stresses compared to previously developed theories for thick plates and are very close to three-dimensional elasticity solutions. The effects of transverse shear deformation, material anisotropy, aspect ratio, fiber orientation and lamination sequence on transverse shear stresses are investigated. The error in values of transverse shear stresses decreases as the number of lamina increases, for a plate of same thickness. An increase in degree of anisotropy results in lower values of deflection in the plate. For cross-ply plate an increase in anisotropy results in an increase in effective stress whereas for angle-ply plate the effect is almost negligible. Through thickness variation of transverse shear stresses are independent of anisotropy. The maximum effective stress increases exponentially at lower values of anisotropy and reaches to an asymptotic value at higher values. The stacking sequence has a significant effect on the transverse deflections and shear stress. Rectangular plates experience less effective, in-plane and transverse shear stresses compared to square plates.
机译:提出了基于改进的高阶剪切变形理论的二维有限元模型,对正交异性复合板进行线性静力分析。该理论考虑了横向剪切应力的抛物线分布,并且不需要剪切校正因子。使用偶发性元素开发了一个有限元程序,每个节点具有七个自由度。将本解决方案与使用三维弹性理论获得的解决方案以及其他研究人员获得的解决方案进行比较。与先前开发的厚板理论相比,该理论准确地预测了位移和横向剪应力,并且非常接近三维弹性解。研究了横向剪切变形,材料各向异性,长宽比,纤维取向和层压顺序对横向剪切应力的影响。对于相同厚度的板,随着层板数量的增加,横向剪应力值的误差减小。各向异性程度的增加导致板中的挠度值更低。对于交叉层板,各向异性的增加导致有效应力的增加,而对于角度层板,该影响几乎可以忽略。通过厚度的变化,横向剪切应力与各向异性无关。在各向异性值较低时,最大有效应力呈指数增加,在各向异性值较高时,最大有效应力达到渐近值。堆叠顺序对横向变形和剪切应力有重要影响。与方形板相比,矩形板的平面,横向和横向切应力较小。

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