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Post-fire mechanical response of ultra-high strength (Grade 1200) steel under high temperatures: Linking thermal stability and microstructure

机译:高温下超高强度(1200级)钢的火灾后机械响应:热稳定性和微观结构的联系

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Recently, ultra-high strength steel (UHSS) tubes with nominal yield strengths of up to 1200 MPa have attracted attention for applications in engineering fields. While many studies have focused on the mechanical behaviour of mild carbon steel at elevated temperatures, there is a scarcity of data for the in-fire and post-fire mechanical response of the UHSS material. In this study, the tensile mechanical properties of the UHSS tube under fire and after cooling from fire temperatures of up to 800 degrees C to room temperature are studied. The stress-strain curves, strength and ductility of the UHSS material are discussed. It is shown that the in-fire strength of the UHSS tube starts to deteriorate when the specimens are exposed to fire temperatures above 300 degrees C and is almost disappeared when. tested at 800 degrees C. There is also a major reduction in the strength of the UHSS tube specimens cooled from fire temperatures above 470 degrees C to room temperature. To investigate the effect of steel grade on the in-fire and post fire mechanical behaviour of steel materials, the stress-strain curves of Grade 800 high strength steel (HSS) tube specimens are presented and compared with those obtained for Grade 1200 UHSS tube. In order to interpret the experimental results, microstructural examination on the UHSS is conducted using optical and scanning electron microscopy (SEM). The plots of the thermodynamic stability of the ferrite and cementite phases in the UHSS and HSS are calculated and the phase changes occurring during each fire temperature exposure are discussed. Based on the results obtained from experimental tests, an empirical constitutive model which takes into account the post-fire behaviour of UHSS material is developed. The constitutive model can be implemented into commercial finite element packages to carry out a rational thermal analysis and perform fire safety design and evaluation.
机译:最近,标称屈服强度高达1200 MPa的超高强度钢管(UHSS)引起了工程领域应用的关注。尽管许多研究集中于低碳钢在高温下的机械性能,但缺乏关于UHSS材料在着火和着火后的机械响应的数据。在这项研究中,研究了UHSS管在着火时以及从高达800摄氏度的火灾温度冷却到室温后的拉伸机械性能。讨论了UHSS材料的应力-应变曲线,强度和延性。结果表明,当样品暴露于300摄氏度以上的火灾温度下时,UHSS管的着火强度开始降低,而到了几乎消失时。在高于470摄氏度的火灾温度冷却至室温的情况下,UHSS管样品的强度也大大降低。为了研究钢种对钢材在着火后的力学性能的影响,提出了800级高强度钢(HSS)管试样的应力-应变曲线,并将其与1200级UHSS管获得的应力-应变曲线进行了比较。为了解释实验结果,使用光学和扫描电子显微镜(SEM)对UHSS进行了微结构检查。计算了UHSS和HSS中铁素体和渗碳体相的热力学稳定性,并讨论了每次着火温度下发生的相变。基于实验测试的结果,建立了考虑UHSS材料的后燃行为的经验本构模型。本构模型可以应用到商业有限元软件包中,以进行合理的热分析并进行消防安全设计和评估。

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