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Application of Algorithms for Percentiles of von Mises Stress From Combined Random Vibration and Static Loadings

机译:随机振动与静载荷相结合的冯·米塞斯应力百分数算法的应用

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Gaussian time-varying loading induces Gaussian components of the stress tensor in a linear structure, where the loading is assumed stationary. For any stress component, finite element spectrum analysis obtains the standard deviation, and any percentile can be calculated as a multiple of the standard deviation. However, a yield criterion requires a percentile of von Mises stress. The distribution of von Mises stress arising from random vibration loading stymies closed-form characterization, but several algorithms estimate its percentiles. One algorithm treats combined random vibration and static loadings. This paper improves computational efficiency for special plane stress cases, e.g., combining finite element spectrum and static analyses of piping models. All the algorithms are applied to a simple test model. Results match Monte Carlo simulation. Computational efficiencies are evaluated and compared.
机译:高斯时变载荷在线性结构中诱导应力张量的高斯分量,其中假定载荷是固定的。对于任何应力分量,有限元谱分析都会获得标准偏差,并且任何百分位都可以计算为标准偏差的倍数。但是,屈服准则要求von Mises应力为百分数。由随机振动载荷引起的冯·米塞斯应力分布阻碍了闭合形式的表征,但几种算法估计了其百分位数。一种算法处理组合的随机振动和静态载荷。本文提高了特殊平面应力情况下的计算效率,例如将有限元谱和管道模型的静态分析相结合。所有算法均应用于简单的测试模型。结果与蒙特卡洛模拟相符。计算效率被评估和比较。

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