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HYSTERESIS MODEL OF STEEL MATERIAL FOR THE BUCKLINGRESTRAINED BRACE CONSIDERING THE STRAIN RATEDEPENDENCY

机译:考虑应变率的屈曲约束支架钢材料的滞回模型

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摘要

In this study, in order to clarify the hysteresis behavior of low yield strength steel considering the strainrate dependency, a series of dynamic and quasi-static loading test of low yield strength steel was carriedout. The main parameters of the test were strain rate and loading pattern. Experimental results weredivided into displacement dependence part and velocity dependence part. By dividing it into twocomponents and evaluating each component separately, it is possible to construct a hysteresis model thatis easily used for inelastic response analysis. The displacement dependence part of the hysteresis wasmodeled in poly-linear model, after it divided into skeleton part, Bauschinger part and skeleton part. Onthe other hand, the velocity dependence part of the hysteresis was also modeled as a function of the strainrate. The model was reflected the effect of the cumulative strain. Using these models, the hysteresisbehavior of low yield strength steel, which receives the dynamic loading, becomes be able to be simplyand accurately predicted.
机译:在这项研究中,为了阐明考虑到应变率相关性的低屈服强度钢的磁滞行为,进行了一系列低屈服强度钢的动态和准静态载荷试验。测试的主要参数是应变率和载荷模式。实验结果分为位移依赖部分和速度依赖部分。通过将其分为两个部分并分别评估每个部分,可以构建易于用于非弹性响应分析的磁滞模型。将磁滞的位移相关部分分为多线性模型,分为骨架部分,鲍辛格部分和骨架部分。另一方面,磁滞的速度依赖性部分也被建模为应变率的函数。该模型反映了累积应变的影响。使用这些模型,可以简单,准确地预测承受动态载荷的低屈服强度钢的磁滞行为。

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