首页> 外文会议>ASME/STLE International Joint Tribology Conference >P-S-N/P-F-L CURVE APPROACH USING 3-PARAMETER WEIBULL DISTRIBUTION FOR LIFE AND FATIGUE ANALYSIS OF STRUCTURAL AND ROLLING CONTACT COMPONENT
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P-S-N/P-F-L CURVE APPROACH USING 3-PARAMETER WEIBULL DISTRIBUTION FOR LIFE AND FATIGUE ANALYSIS OF STRUCTURAL AND ROLLING CONTACT COMPONENT

机译:P-S-N / P-F-L曲线方法采用3参数Weibull分布寿命和疲劳分析结构和滚动接触部件

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In almost all cases of the estimation of fatigue limit for structural materials and bearing steels, the practice of using S-N curves obtained by plotting the applied stress against the number of stress cycles has been continuing to date. It usually takes account of the probabilistic approach of dealing with stress or force life for only median life. Therefore, a new approach to life estimation and fatigue limit concept is proposed by using three-parameter Weibull distribution consisting of a minimum life as the third parameter with a normalized constant Weibull slope m. The values of m obtained in the previous paper from life tests for bearing steel were m = 1.3 to m = 1.8. In this paper m = 1.5, a constant mean value is used for the analysis and independent of the life distributions of any given experimental stress levels. It is made clear that the stress or load life exponent of P-S-N/P-F-L (Probabilistic Stress/Force Life) curve has a constant value for any probability of failures and that it depends on the Weibull slope.
机译:在结构材料和轴承钢的疲劳极限估计的几乎所有情况下,通过绘制施加施加的应力而获得的S-N曲线的实践已经持续到迄今为止。它通常考虑到只有中位生活处理压力或力量的概率方法。因此,通过使用由最小寿命组成的三参数Weibull分布,提出了一种新的寿命估计和疲劳极限概念作为第三参数,其具有归一化的恒定的Weibull斜率m。在轴承钢的寿命试验中获得的M中获得的M值为M = 1.3至m = 1.8。在本文中,M = 1.5,恒定平均值用于分析并独立于任何给定实验应力水平的生命分布。明确的是,P-S-N / P-F-L(概率应力/力寿命)曲线的应力或负载寿命指数具有恒定的故障概率,并且它取决于Weibull斜率。

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