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OPTIMIZATION DESIGN OF 3D RANDOM STRUCTURES UNDER RELIABILITY CONSTRAINTS OF EIGENVALUES

机译:特征值可靠性约束下3D随机结构的优化设计

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Combining recursive stochastic finite element method with the design point method (JC),a new method of calculating structural reliability index is presented based on non-orthogonal polynomials expansion of dynamic characteristics of random structures. Then the optimization design model of three-dimensional structures with random parameters is set up under reliability constraints of frequency or forbidden frequency domain. In this optimization design model, the minimum weight of the structure is chosen as the objective function. Further more the random optimization model is transformed into deterministic optimization model that can be solved by sequential quadratic programming algorithm. In the end, a 3-D cantilever beam example is shown to illustrate the effectiveness of the new method and some meaningful conclusions are obtained.
机译:将递归随机有限元方法与设计点法(JC)相结合,基于无正交多项式的动态结构的非正交多项式扩展来提出了一种计算结构可靠性指标的新方法。然后在频率或禁区的可靠性约束下建立具有随机参数的三维结构的优化设计模型。在该优化设计模型中,选择结构的最小重量作为目标函数。此进一步的更多,随机优化模型被转换为确定性优化模型,其可以通过顺序二次编程算法解决。最后,示出了3-D悬臂梁示例以说明新方法的有效性,并且获得了一些有意义的结论。

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