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Free edge stress prediction in thick laminated cylindrical shell panel subjected to bending moment

机译:弯矩作用下厚圆柱叠合薄板自由边缘应力的预测

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摘要

A thick composite cylindrical shell panel with general layer stacking is studied to investigate the free edge and 3D stresses in the panel which is subjected to pure bending moment. To this aim, a Galerkin based layerwise formulation is presented to discretize the governing equation of the panel to ordinary differential equations. Employing a reduced displacement field for the cylindrical panel, the governing equations for thick panel are developed in terms of displacements and a set of coupled ordinary differential equations is obtained. The governing equations are solved analytically for free edge boundary conditions and applied pure bending moment. The accuracy of numerical results is examined and the distribution of interlaminar and in-plane stresses is studied. The free edge stresses are studied and the effect of radius to thickness ratio, width to thickness ratio and layer stacking on the distribution of stresses is investigated. The focus of numerical results is on the prediction of boundary layer and free edge stress distribution.
机译:研究了具有常规层堆叠的厚复合圆柱壳面板,以研究纯弯矩作用下面板的自由边缘和3D应力。为此,提出了一种基于Galerkin的分层公式,以将面板的控制方程离散为常微分方程。利用圆柱面板的减小的位移场,根据位移开发了厚面板的控制方程,并获得了一组耦合的常微分方程。对于自由边缘边界条件并应用纯弯矩,求解了控制方程。研究了数值结果的准确性,研究了层间应力和面内应力的分布。研究了自由边缘应力,研究了半径与厚度之比,宽度与厚度之比以及层堆叠对应力分布的影响。数值结果的重点是边界层和自由边缘应力分布的预测。

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