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Optimum buckling design of composite stiffened panels using ant colony algorithm

机译:基于蚁群算法的复合加筋板的最佳屈曲设计

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摘要

Optimal design of laminated composite stiffened panels of symmetric and balancedlayup with different number of T-shape stiffeners is investigated and presented.The stiffened panels are simply supported and subjected to uniform biaxialcompressive load. In the optimization for the maximum buckling load withoutweight penalty, the panel skin and the stiffened laminate stacking sequence,thickness and the height of the stiffeners are chosen as design variables. Theoptimization is carried out by applying an ant colony algorithm (ACA) with theply contiguous constraint taken into account. The finite strip method isemployed in the buckling analysis of the stiffened panels. The results showsthat the buckling load increases dramatically with the number of stiffeners atfirst, and then has only a small improvement after the number of stiffenersreaches a certain value. An optimal layup of the skin and stiffener laminate hasalso been obtained by using the ACA. The methods presented in this paper shouldbe applicable to the design of stiffened composite panels in similar loadingconditions.
机译:研究并提出了不同数目的T形加劲肋的对称且平衡叠层的复合材料加筋板的优化设计。加筋板简单支撑并承受均匀的双轴压缩载荷。在无屈曲损失的最大屈曲载荷的最优化中,选择面板蒙皮和加劲的层压板堆叠顺序,加劲肋的厚度和高度作为设计变量。通过应用蚁群算法(ACA)进行优化,同时考虑到连续的约束。在加筋板屈曲分析中采用了有限条法。结果表明,屈曲载荷起初随加劲肋数量的增加而急剧增加,而当加劲肋数量达到一定值后屈曲载荷只有很小的改善。通过使用ACA,也获得了蒙皮和加劲层板的最佳铺层。本文提出的方法应适用于相似荷载条件下的加筋复合板的设计。

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