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Reliability-Based Design Optimization of Cantilever Beams Under Fatigue Constraint

机译:疲劳约束下悬臂梁基于可靠性的设计优化

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摘要

This paper presents an optimization methodology in reliability design of a prismatic cantilever beam with a point load applied at the tip. In this methodology, the constraints consist of probability failures as well as fatigue failure criteria. The first-order second-moment and first-order reliability methods are adopted to assess the probability failure based on the concept of reliability indices. The corresponding fatigue criterion is defined as the crack initiation phase in both stress and strain models, respectively. The elements required for the probabilistic fatigue life calculations are then discussed. In this optimization model, the total weight of the beam is considered as the objective function. However, all geometries, applied loads, and material properties are considered as random variables. The sequential quadratic optimization technique is implemented and a code is developed to solve the nonlinear optimization problem. Results show that using the proposed optimization methodology significantly improves the accuracy of calculation in comparison with using the conventional deterministic analysis. We also conclude that the strain-based fatigue criterion is more realistic than the traditional stress-based analysis. Finally, the Monte Carlo simulation is conducted to validate the results in each case.
机译:本文提出了一种在尖端施加点载荷的棱形悬臂梁可靠性设计的优化方法。在这种方法中,约束条件包括概率故障以及疲劳故障准则。基于可靠性指标的概念,采用一阶二阶矩和一阶可靠性方法评估概率失效。相应的疲劳准则分别定义为应力模型和应变模型中的裂纹萌生阶段。然后讨论了概率疲劳寿命计算所需的元素。在此优化模型中,梁的总重量被视为目标函数。但是,所有几何形状,施加的载荷和材料属性都被视为随机变量。实现了顺序二次优化技术,并开发了代码来解决非线性优化问题。结果表明,与使用常规确定性分析相比,使用建议的优化方法可以显着提高计算的准确性。我们还得出结论,基于应变的疲劳准则比传统的基于应力的分析更为现实。最后,进行蒙特卡洛模拟以验证每种情况下的结果。

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