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Vibration Fatigue Analysis of a Cantilever Beam Using Different Fatigue Theories

机译:不同疲劳理论的悬臂梁振动疲劳分析

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In this study, vibration fatigue analysis of a cantilever beam is performed using an in-house numerical code. Finite element model (FEM) of the cantilever beam verified by tests is used for the analysis. Several vibration fatigue theories are used to obtain fatigue life of the cantilever beam for white noise random input and the results obtained are compared with each other. Fatigue life calculations are repeated for different damping ratios and the effect of damping ratio is studied. Moreover, using strain data obtained from cantilever beam experiments, fatigue life of the beam is determined by utilizing time domain (Rainflow counting method) and frequency domain methods, which are compared with each other. In addition to this, fatigue tests are performed on cantilever beam specimens and fatigue life results obtained experimentally are compared with that of in-house numerical code. It is observed that the accuracy of the damping ratio is very important for accurate determination of fatigue life. Furthermore, for the case considered, it is observed that the fatigue life result obtained from Dirlik method is considerably similar to that of Rainflow counting method.
机译:在该研究中,使用内部数值代码进行悬臂梁的振动疲劳分析。通过测试验证的悬臂梁的有限元模型(FEM)用于分析。几种振动疲劳理论用于获得悬臂梁的悬崖寿命,用于白色噪声随机输入,并且获得的结果彼此比较。针对不同阻尼比重复疲劳寿命计算,研究了阻尼比的效果。此外,使用从悬臂梁实验获得的应变数据,通过利用时域(雨流量计数方法)和频域方法来确定光束的疲劳寿命,彼此比较。除此之外,在悬臂梁上进行疲劳测试,并在实验获得的疲劳寿命结果与内部数值代码进行了比较。观察到阻尼比的准确性对于精确测定疲劳寿命非常重要。此外,对于考虑的情况,观察到从Dirlik方法获得的疲劳寿命结果与雨流程计数方法的疲劳寿命结果相似。

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