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Buckling of uniaxially compressed composite anisogrid lattice plate with clamped edges

机译:带夹边的单轴压缩复合各向异性网格板的屈曲

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An analytical solution of the buckling problem for a uniaxially compressed composite lattice plate with the clamped edges is presented in this paper. The compressive load acting in-plane and applied to the two opposite sides of the plate induces compression in the orthogonal direction due to Poisson effect. The lattice plate composed of the diagonal and transverse ribs is modelled as an equivalent orthotropic plate with effective stiffness parameters. The deflection of buckled plate is approximated using the mode shape functions of a clamped-clamped beam. A formula providing fast and reliable way of calculation of the critical buckling load is derived and applied to the analyses of the plates with various parameters of lattice structures. The results are verified using a finite-element method. Based on these calculations, the significance of the allowance for Poisson effect is demonstrated. An estimation of the mass efficiency of the lattice plates designed for a required critical load is presented. The solution obtained in this work provides an efficient analytical tool for the design and analysis of prismatic shells composed of composite lattice panels and subjected to axial compressive loading. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文提出了一种具有边夹边的单轴压缩复合格板屈曲问题的解析解。由于泊松效应,在平面上作用并施加到板的两个相对侧的压缩载荷在正交方向上引起压缩。由斜肋和横肋组成的格子板被建模为具有有效刚度参数的等效正交各向异性板。弯曲板的挠曲是使用夹紧梁的振型函数来近似的。推导了一种提供快速可靠方法计算临界屈曲载荷的公式,并将其应用于具有各种晶格结构参数的板的分析。使用有限元方法验证了结果。基于这些计算,证明了泊松效应容限的重要性。提出了针对所需的临界载荷而设计的格栅板的质量效率的估算。在这项工作中获得的解决方案提供了一种有效的分析工具,用于设计和分析由复合格板组成的并经受轴向压缩载荷的棱柱形壳体。 (C)2016 Elsevier Ltd.保留所有权利。

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