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Optimization of layout and shape of stiffeners in 2D structures

机译:2D结构中加劲肋的布局和形状的优化

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摘要

The problem of layout and shape optimization of stiffeners in plates loaded in plane and in bending Kirchhoffs plates is considered in the paper. Two types of reinforcement are analyzed here, namely introduction of elements made of stiffer material like fibers or beams and introduction of ribs. The problem of minimization (maximization) of arbitrary objective functional of displacements, strains, stresses or reactions with constraint imposed on the structure cost is considered. Using adjoint method, expressions for sensitivities with respect to introduction of stiffeners are derived and on this basis conditions of modification are formulated. In order to find optimal reinforcement, heuristic algorithm is proposed in the paper. At first, using information from sensitivity analysis, initial localization of a new fiber or rib is determined. Next, in order to correct their positions and to determine other parameters characterizing stiffened structure standard optimization is performed. Usually, optimal position of the stiffener only a little differs from the initial position. Numerical examples illustrate applicability of the method.
机译:本文考虑了平面加载板和基尔霍夫斯弯曲板中加劲肋的布局和形状优化问题。这里分析了两种类型的加固,即引入由刚性材料(如纤维或梁)制成的元件以及引入肋。考虑了位移,应变,应力或反作用的任意目标函数的最小化(最大化)问题,并限制了结构成本。使用伴随方法,导出了关于加劲肋的敏感性的表达式,并在此基础上制定了修改条件。为了找到最佳的补强,提出了启发式算法。首先,使用来自灵敏度分析的信息,确定新纤维或肋骨的初始位置。接下来,为了校正它们的位置并确定表征刚性结构的其他参数,执行标准优化。通常,加劲肋的最佳位置与初始位置仅略有不同。数值例子说明了该方法的适用性。

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