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STUDY ON LOW CYCLE FATIGUE CRACK PROPAGATION BEHAVIOR UNDER TWO-STEPS VARIABLE AMPLITUDE

机译:双步变幅下低循环疲劳裂纹传播行为的研究

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摘要

Low cycle fatigue in steel caused by earthquakes can result in large cyclic strain failures. In the studies conducted to date, low cycle fatigue crack propagation has primarily been investigated under constant amplitude loading. However, actual seismic motions are characterized by amplitude changeability from high to low or from low to high levels, and the effect of these alterations on crack growth in steel has not yet been clarified. Accordingly, this study examines crack propagation patterns under two-steps variable amplitude loading, which has two different uniform amplitude steps. The first part of this paper examines crack growth rates under constant amplitude conditions to obtain basic characteristic. Then, several patterns of two-steps variable amplitude loading are investigated. Research results show that, when compared to constant amplitude conditions, crack growth rates in steel increase when the amplitude decreases from high to low levels. Finally, a formula containing finite element analysis parameters was constructed and verified, thus providing a new method for obtaining good estimations of the crack growth rate.
机译:地震引起的钢的低周疲劳可导致大循环应变失效。在迄今为止的研究中,低周疲劳裂纹扩展主要是在恒幅载荷下进行的。然而,实际地震运动的特点是振幅可从高到低或从低到高变化,这些变化对钢中裂纹扩展的影响尚未阐明。因此,本研究考察了两步变幅加载下的裂纹扩展模式,这两步变幅加载有两个不同的均匀振幅步骤。本文的第一部分研究了恒定振幅条件下的裂纹扩展速率,以获得基本特征。然后,研究了两步变幅加载的几种模式。研究结果表明,与恒振幅条件相比,当振幅从高到低降低时,钢中的裂纹扩展速率增加。最后,构造并验证了包含有限元分析参数的公式,从而为获得裂纹扩展速率的良好估计提供了一种新方法。

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