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首页> 外文期刊>Thin-Walled Structures >Optimization of in-plane functionally graded panels for buckling strength: Unstiffened, stiffened panels, and panels with cutouts
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Optimization of in-plane functionally graded panels for buckling strength: Unstiffened, stiffened panels, and panels with cutouts

机译:平面内功能梯度板的屈曲强度优化:未加硬,加硬的板和带切口的板

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摘要

The work of this paper deals with the in-plane material optimization with the objective of minimizing the amount of the nano-reinforcement required to satisfy the desired buckling constraints. The minimization of the reinforcement is necessary for nano-reinforced composites because the price of the reinforcement is very high. Three types of panels are considered; (1) unstiffened panel, (2) panels with cutouts, and (3) stiffened panels. The in-plane distribution of the reinforcement is represented using the polynomial expansion technique which is also extended to model non-rectangular domains via coordinates transformation. It was found that material grading can saves a very significant amount of the reinforcement up to 200% relative to homogenous panels. The saving of the reinforcement depends on four factors; (1) the problem nature, (2) the boundary conditions, (3) the applied loads, (4) the direction of the material gradings.
机译:本文的工作涉及面内材料优化,目的是将满足所需屈曲约束所需的纳米增强材料的量降至最低。对于纳米增强的复合材料来说,增强的最小化是必要的,因为增强的价格非常高。考虑了三种类型的面板; (1)未加劲的面板,(2)带有切口的面板和(3)加劲的面板。钢筋的面内分布使用多项式展开技术表示,该技术也通过坐标变换扩展为对非矩形区域进行建模。已经发现,相对于均质的板,材料分级可节省多达200%的非常大量的增强材料。钢筋的节省取决于四个因素。 (1)问题性质,(2)边界条件,(3)外加载荷,(4)材料分级的方向。

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