Application of newly proposed hardening laws for structural steel rods

Van Nam Nguyen, Duy Triet Doan, Nhat-Phi Doan
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Abstract

In civil engineering, distinct mechanical properties and behaviors of structural steel rods necessitate a novel approach to material modeling. This study extends the application of recently proposed strain-hardening laws, originally developed for automotive sheet metals, to several structural steel rods (CB240-T and CB300-T). Standard uniaxial tensile tests are conducted for each examined material to obtain experimental stress-strain data. Various curve fitting methods are then employed to refine the parameters of the strain-hardening laws, enabling accurate representation of the steel rods mechanical behavior. Subsequently, these laws are implemented in Abaqus software for numerical simulation of uniaxial tensile tests, facilitating the analyses of material response under uniaxial tensile loading condition. Compared to the measured data, the predicted force-displacement curves are in good agreement with the measurements until the tail of the curves. The comparisons verify the ability and potential of the examined hardening law for studying the post-necking behavior of structural steels. The outcomes provide a framework for more precise characterization of structural steel materials.
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应用新提出的钢结构杆件淬火法则
在土木工程中,结构钢杆的机械性能和行为各不相同,因此需要一种新的材料建模方法。本研究将最近提出的应变硬化规律(最初是针对汽车板材开发的)应用于几种结构钢杆(CB240-T 和 CB300-T)。对每种受检材料都进行了标准单轴拉伸试验,以获得实验应力-应变数据。然后采用各种曲线拟合方法来完善应变硬化定律的参数,从而准确地反映钢棒的机械行为。随后,将这些定律应用于 Abaqus 软件,对单轴拉伸试验进行数值模拟,从而方便分析材料在单轴拉伸加载条件下的响应。与测量数据相比,预测的力-位移曲线在曲线尾部之前都与测量结果十分吻合。比较结果验证了所研究的硬化定律在研究结构钢颈缩后行为方面的能力和潜力。这些结果为更精确地描述结构钢材料的特性提供了框架。
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