A tutorial on design analysis for random vibration

G. Reese, R. Field, D. Segalman
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引用次数: 10

Abstract

The von Mises stress is often used as the metric for evaluating design margins, particularly for structures made of ductile materials. While computing the von Mises stress distribution in a structural system due to a deterministic load condition may be straightforward, difficulties arise when considering random vibration environments. As a result, alternate methods are used in practice. One such method involves resolving the random vibration environment to an equivalent static load. This technique, however, is only appropriate for a very small class of problems and can easily be used incorrectly. Monte Carlo sampling of numerical realizations that reproduce the second order statistics of the input is another method used to address this problem. This technique proves computationally inefficient and provides no insight as to the character of the distribution of von Mises stress. This tutorial describes a new methodology to investigate the design reliability of structural systems in a random vibration environment. The method provides analytic expressions for root mean square (RMS) von Mises stress and for the probability distributions of von Mises stress which can be evaluated efficiently and with good numerical precision. Further, this new approach has the important advantage of providing the asymptotic properties of the probability distribution. A brief overview of the theoretical development of the methodology is presented, followed by detailed instructions on how to implement the technique on engineering applications. As an example, the method is applied to a complex finite element model of a Global Positioning Satellite (GPS) system. This tutorial presents an efficient and accurate methodology for correctly applying the von Mises stress criterion to complex computational models. The von Mises criterion is the traditional method for determination of structural reliability issues in industry.
随机振动设计分析教程
冯米塞斯应力通常被用作评估设计余量的度量,特别是对于由延性材料制成的结构。由于确定性荷载条件,计算结构系统中的von Mises应力分布可能很简单,但在考虑随机振动环境时就会出现困难。因此,在实践中使用了替代方法。其中一种方法是将随机振动环境分解为等效静载荷。然而,这种技术只适用于极少数问题,而且很容易被错误地使用。再现输入的二阶统计量的数值实现的蒙特卡罗采样是用于解决此问题的另一种方法。这种方法被证明在计算上是低效的,并且不能提供关于von Mises应力分布特征的洞察力。本教程介绍了一种研究随机振动环境下结构系统设计可靠性的新方法。该方法提供了von Mises应力均方根(RMS)的解析表达式和von Mises应力的概率分布,可以有效地求出von Mises应力,具有较好的数值精度。此外,该方法还具有提供概率分布的渐近性质的重要优点。简要概述了该方法的理论发展,然后详细说明了如何在工程应用中实现该技术。最后,将该方法应用于全球定位卫星(GPS)系统的复杂有限元模型。本教程介绍了一种有效而准确的方法,用于正确地将von Mises应力准则应用于复杂的计算模型。von Mises准则是确定工业结构可靠性问题的传统方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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