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Engineering Algorithm and Verification of the Composite Stiffened Panel’S Compression Buckling

机译:复合材料加筋板压缩屈曲的工程算法与验证

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The finite element analysis simulation and engineering calculation of compression stability for T800 fiber-reinforced composite panel are performed. In the case of fixed end support and simple four-sided support, the influence of boundary conditions on the composite stiffened panel’s buckling mode and buckling load are studied. Combined with the structural characteristics of the I-ribs, the engineering algorithm is made with six different boundary assumptions. Then the algorithm results are compared and verified with the results obtained by the finite element analysis. A method for selecting boundary conditions and calculating parameters for the I-ribs composite stiffened panel is presented, which is in good agreement with the finite element results.
机译:进行了T800纤维增强复合板压缩稳定性的有限元分析模拟和工程计算。在固定端部支撑和简单四侧支撑的情况下,研究了边界条件对复合加劲板的屈曲模式和屈曲载荷的影响。结合工字钢的结构特点,利用六个不同的边界假设来制定工程算法。然后将算法结果与有限元分析获得的结果进行比较和验证。提出了一种I型肋骨复合加筋板的边界条件选择和参数计算方法,与有限元结果吻合较好。

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