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A Rate-dependent Hysteresis Model for Structural Steel(SM490) considering the Coupled Effect of Strain Rate Hardening and Temperature Rise

机译:考虑耦合速率硬化和温度升高的耦合效应,依赖于结构钢(SM490)的速率依赖性滞后模型

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In steel structures, the mechanical characteristics and the hysteretic behavior during dynamic behavior is different to those during static deformation. This is due to the coupled effect of strain rate hardening and temperature rise. To predict hysteretic behavior of steel structures under dynamic/cyclic loading such as earthquake, it is therefore necessary to develop a rate-dependent hysteresis model which can accurately describe the static-dynamic mechanical characteristics considered the coupled effect of strain rate hardening and temperature rise as well as the hysteretic behavior. In this paper, to develop a rate-dependent hysteresis model of SM490(structural steel according to Korean standard), the monotonic and cyclic loading tests were performed for strain rate. Based on the test results, the rate-dependent hysteresis model of SM490 was formulated and with the material parameters used, the model was derived. The validity and the accuracy of the developed model were verified by comparing between the analyses and the experiments. The comparison results show that the rate-dependent hysteresis model of SM490 developed by the authors can accurately predict the static-dynamic hysteretic behavior of steel structures under cyclic loading.
机译:在钢结构中,动态行为期间的机械特性和滞后行为与静态变形期间的不同。这是由于应变率硬化和温度升高的耦合效应。为了预测动态/循环负载下诸如地震的动态/循环负载下的钢结构的滞后行为,因此需要开发一种速率依赖性滞后模型,可以准确地描述静动力学机械特性,认为应变率硬化和温度升高的耦合效果以及滞后行为。在本文中,为了开发SM490的速率依赖性滞后模型(根据韩国标准的结构钢),对菌株进行单调和循环加载试验。基于测试结果,制定了SM490的速率依赖性滞后模型,并使用了所使用的材料参数,衍生模型。通过比较分析和实验来验证开发模型的有效性和准确性。比较结果表明,作者开发的SM490的速率依赖滞后模型可以准确地预测循环载荷下钢结构的静动滞回行为。

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