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Optimal Design of Symmetric Angle-Ply Laminates Subject to Nonuniform Buckling Loads and In-Plane Restraints

机译:受非均匀屈曲载荷和平面约束的对称斜角层板的优化设计

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摘要

Optimal buckling designs of symmetrically laminated rectangular plates under in-plane uniaxial loads which have a nonuniform distribution along the edges are presented. In particular, point loads, partial uniform loads and nonuniform loads are considered in addition to uniformly distributed in-plane loads which provide the benchmark solutions. Poisson's effect is taken into account when in-plane restraints are present along the unloaded edges. Restraints give rise to in-plane loads at unloaded edges which lead to biaxial loading, and may cause premature instability. The laminate behaviour with respect to fiber orientation changes significantly in the presence of Poisson's effect as compared to that of a laminate where this effect is neglected. This change in behaviour has significant implications for design optimisation as the optimal values of design variables with or without restraints differ substantially. In the present study, the design objective is the maximisation of the uniaxial buckling load by optimally determining the fiber orientations. The finite element method, coupled with an optimisation routine, is employed in analysing and optimising the laminates. Numerical results are given for a number of boundary conditions and for uniformly and non-uniformly distributed buckling loads.
机译:提出了在平面单轴载荷下沿边缘分布不均匀的对称层压矩形板的最佳屈曲设计。特别是,除了提供基准解决方案的均匀分布的平面内载荷外,还考虑了点载荷,局部均匀载荷和不均匀载荷。当沿卸载边缘存在平面约束时,会考虑泊松效应。约束会在未加载的边缘处引起平面内载荷,从而导致双轴载荷,并可能导致过早的不稳定性。与存在忽略泊松效应的层压材料相比,在存在泊松效应的情况下,层压材料在纤维取向方面的行为将发生显着变化。行为上的这种变化对于设计优化具有重要意义,因为带有或不带有约束的设计变量的最优值存在很大差异。在本研究中,设计目标是通过最佳确定纤维取向来最大化单轴屈曲载荷。有限元方法和优化程序一起用于分析和优化层压板。给出了许多边界条件以及均匀和非均匀分布的屈曲载荷的数值结果。

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