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An innovative H-infinity-norm based worst case scenario approach for dynamic compliance optimization with applications to viscoelastic beams

机译:基于创新的H-Infinity-Norm基于最糟糕的情形方案方法,用于动态合规优化与应用到粘弹性梁

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摘要

A novel frequency-based definition of dynamic compliance is introduced within the framework of H-infinity-norm based structural dynamics in the presence of load uncertainties. The system itself is supposed to depend on a vector of design parameters with respect to which an optimal design is pursued. A three-step worst-case-scenario is then developed that finds the minimum-compliance structure capable of accounting for the entire norm-bounded load sets. Once the problem is initialized, the current worst load is found that is used as input to the minimization of the structural compliance and the procedure is repeated until convergence. Numerical examples are eventually proposed that deal with viscoelastic beams discretized via a truly-mixed finite-element scheme.
机译:在存在负载不确定性的情况下,在H-Infinity-Nark基结构动态的框架内引入了一种新的基于频率的动态定义。 系统本身应该取决于追求最佳设计的设计参数的向量。 然后开发了一个三步最坏情况场景,该方案发现能够考虑整个常态负载集的最小合规结构。 初始化问题后,发现当前最差的负载被用作最小化结构顺应性的输入,并且重复过程直到收敛。 最终提出了数值示例,其处理通过真正混合的有限元方案离散化的粘弹性梁。

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