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Experimental studies on mechanical properties of S700 MC steel at elevated temperatures

机译:高温S700MC钢力学性能实验研究

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At elevated temperatures, the mechanical properties of high strength steel (HSS) reported in the literature have an observable scatter. They differ from design code values that are mainly based on experiments on mild steel. In this paper, the mechanical properties of S700 MC at elevated temperatures were investigated with steady state and transient state tensile tests. The reduction factors of yield strength started to decrease from 100.C onwards, while the EN 1993-1-2 values have no decrease up to 400 degrees C. The reduction factors of proportional limit were below the code values up to 200 degrees C. The modulus of elasticity was consistent when using both monotonic and repeated loading but differed from the code values. Further comparisons of the mechanical properties of steels with the same strength grade with the values in the literature confirm the importance of testing HSSs produced with different manufacturing processes. The constitutive equations and representative material models proposed for S700 MC also support the implementation of a performance-based approach to structural fire safety design.
机译:在高温下,文献中报道的高强度钢(HSS)的机械性能具有可观察的散射。它们与主要基于低碳钢实验的设计代码值不同。本文采用稳态和瞬态拉伸试验研究了升高温度下S700MC的机械性能。屈服强度的减少因子从100.C开始开始减少,而EN 1993-1-2的值没有降低400摄氏度。比例限制的减少因素低于200摄氏度的代码值。当使用单调和重复的负载时,弹性模量是一致的,但是与代码值不同。进一步比较具有相同强度等级的钢的机械性能,文献中的值证实了测试用不同制造过程产生的HSSS的重要性。 S700 MC所提出的本构方程和代表性材料模型还支持实现基于性能的结构防火安全设计的方法。

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