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首页> 外文期刊>International journal of computational methods >TOPOLOGY OPTIMIZATION OF STRUCTURE WITH GLOBAL STRESS CONSTRAINTS BY INDEPENDENT CONTINUUM MAP METHOD
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TOPOLOGY OPTIMIZATION OF STRUCTURE WITH GLOBAL STRESS CONSTRAINTS BY INDEPENDENT CONTINUUM MAP METHOD

机译:独立连续映射法对具有全局应力约束的结构进行拓扑优化

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摘要

We establish topology optimization model in terms of Independent Continuum Map method (ICM), so as to avoid the difficulties caused by multiple objective functions of compliance, owing to referring to weight as objective function. Using the distorted-strain-energy criterion, we transform stress constraints on all elements into structure strain-energy constraints in global sense. Then, the problem of topological optimum of continuum structure subjected to global strain-energy constraints is formulated and solved. The process of optimization is conducted through three basic steps which include the computation of the minimum strain energy of structure corresponding to the maximum strain-energy under the load case due to prescribing weight constraint, the determination of the allowable strain-energy of structure for every load case by using a formula from our numerical tests, as well as the establishment and solution of optimization model with the weight function due to all allowable strain energies. A strategy that is available to cope with complicated load ill-posedness in terms of different complementary approaches one by one is presented in the present work. Several numerical examples demonstrate that the topology path of transferring forces can be obtained more readily by global strain energy constraints rather than local stress constraints, and the problem of load ill-posedness can be tackled very well by the weighting method with regard to structural strain energy as weighting coefficient.
机译:我们以独立连续谱图方法(ICM)为基础建立拓扑优化模型,避免了以权重为目标函数而导致的多个目标合规性函数带来的困难。使用变形应变能准则,我们将所有元素上的应力约束转换为全局意义上的结构应变能约束。然后,提出并解决了受到整体应变能约束的连续体结构的拓扑优化问题。优化过程通过以下三个基本步骤进行:计算结构的最小应变能(由于规定了重量限制而与载荷情况下的最大应变能相对应),确定每种结构的容许应变能。通过使用我们的数值测试公式计算载荷工况,以及由于所有允许的应变能而建立的具有权函数的优化模型的求解。在本工作中,提出了一种可用于以一种不同的互补方法逐一应对复杂的负载不适状况的策略。几个数值算例表明,通过整体应变能约束而不是局部应力约束,可以更容易地获得传递力的拓扑路径,并且通过结构应变能的加权方法可以很好地解决荷载不适定问题。作为加权系数。

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