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Strain rate-dependent behaviors of mechanical properties of structural steel investigated using indentation and finite element analysis

机译:利用压痕和有限元分析研究结构钢力学性能的应变率相关行为

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In this study, a series of experiments, which consist of constant strain rate indentation, and optical microscope examination, and finite element analysis were performed to investigate the strain rate-dependent behaviors of the mechanical properties of SS400 structural steel. The microstructures of SS400 steel was characterized using optical microscope examination. The influences of strain rate indentation on the characteristics of the loading/unloading curves were presented and the results showed a higher applied load, a higher loading curvature, and a higher loading work for a higher strain rate level. The strain rate-dependent behaviors of indentation hardness (H), yield strength (sigma(y)), and work hardening (n) were investigated. When the strain rate level increased, both H and sigma(y) strongly increased, while work hardening showed an almost linear increase. The strain rate-dependent behaviors of material properties were validated through the experimental and the numerical verifications. The strain rate sensitivity (SRS) value of 0.056 +/- 0.02 was reported for SS400 steel and was highly consistent with the general trend reported for several types of structural steel in the literature.
机译:在这项研究中,进行了一系列实验,包括恒定应变率压痕,光学显微镜检查以及有限元分析,以研究SS400结构钢的力学性能与应变率相关的行为。 SS400钢的显微组织用光学显微镜检查进行了表征。给出了应变速率压痕对加载/卸载曲线特性的影响,结果表明,在较高的应变速率水平下,施加的载荷更高,载荷曲率更高,载荷工作更高。研究了压痕硬度(H),屈服强度(sigma(y))和加工硬化(n)的应变率相关行为。当应变率水平增加时,H和σ(y)都大大增加,而加工硬化则显示出几乎线性的增加。通过实验和数值验证验证了材料性能的应变率依赖性行为。据报道,SS400钢的应变率灵敏度(SRS)值为0.056 +/- 0.02,与文献中几种类型的结构钢的总体趋势高度一致。

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