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arXiv 1609.03099math.OC
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多工况下结构拓扑Optimization的随机抽样:基于密度的方法和地基结构方法

Stochastic Sampling for Structural Topology Optimization with Many Load Cases: Density-Based and Ground Structure Approaches

Xiaojia Zhang, Eric de Sturler, Glaucio H. Paulino

摘要:

我们提出了一种有效的概率方法来解决确定性问题-我们提出了一种随机优化方法,大大降低了巨大的计算成本,优化设计在许多负载情况下连续和桁架拓扑优化。通过拓扑优化进行的实际结构设计通常涉及许多荷载工况,可能有数百个或更多。最优设计最小化每个负载情况(或一些其它目标)下的柔度的可能加权平均值。这意味着,在每个优化步骤中,必须针对每个载荷情况求解大的有限元问题,从而导致巨大的计算工作量。相反,所提出的具有随机采样的随机化最优化方法只需要解出几个(例如,5或6)每个优化步骤的有限元问题(大型线性系)。基于模拟退火,我们引入了一个阻尼方案的随机化方法。通过二维和三维的数值例子,我们证明了随机算法大大降低了计算成本,以获得类似的最终拓扑结构和结果(例如,符合性)与标准算法相比。结果表明,阻尼方案是有效的,并导致所提出的算法的快速收敛。

英文摘要:

We propose an efficient probabilistic method to solve a deterministic problem -- we present a randomized optimization approach that drastically reduces the enormous computational cost of optimizing designs under many load cases for both continuum and truss topology optimization. Practical structural designs by topology optimization typically involve many load cases, possibly hundreds or more. The optimal design minimizes a, possibly weighted, average of the compliance under each load case (or some other objective). This means that in each optimization step a large finite element problem must be solved for each load case, leading to an enormous computational effort. On the contrary, the proposed randomized optimization method with stochastic sampling requires the solution of only a few (e.g., 5 or 6) finite element problems (large linear systems) per optimization step. Based on simulated annealing, we introduce a damping scheme for the randomized approach. Through numerical examples in two and three dimensions, we demonstrate that the stochastic algorithm drastically reduces computational cost to obtain similar final topologies and results (e.g., compliance) compared with the standard algorithms. The results indicate that the damping scheme is effective and leads to rapid convergence of the proposed algorithm.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

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