暴露在高温下的热机械处理钢筋的行为

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Bishwajeet Choubey, Virendra Kumar, S. C. Dutta, Sowrav Saikia
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引用次数: 0

摘要

目的本文的目的是对热机械处理(TMT)钢筋在高温下的特性进行数学建模和预测。设计/方法/方法从一些选定的研究中收集数据,以发展本构关系。以暴露温度和加热时间为自变量,建立了确定高温下TMT钢筋力学性能变化的经验关系。发现TMT钢筋晶体在500°C左右发生再结晶,导致位错密度随着大尺寸晶粒的增加而降低,导致强度下降。在500°C的温度范围内,归一化断裂强度较高,而归一化断裂应变不那么高。这表明发生了脆性破坏。独创性/价值这是其他人为从理论上预测TMT钢筋在高温下的力学行为而进行的一项独创性研究。亮点TMT棒材在高达500°C时表现出脆性特征,之后由于其再结晶和马氏体外缘在该温度附近的广泛回火而表现出延展性特征。超韧性(SD)TMT与常规TMT的比较表明,SD-TMT钢筋的韧性是普通钢筋的1.5倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Behavior of thermo-mechanically treated rebar exposed to elevated temperatures
PurposeThe purpose of the paper is to mathematically model and predict the characteristics of thermo-mechanically treated (TMT) rebar when subjected to elevated temperatures.Design/methodology/approachData were collected from a few selected studies for developing the constitutive relations. Using the exposed temperature and the duration of heating as independent variables, the empirical relations were developed for determining the changes in mechanical properties of TMT rebars at elevated temperatures.FindingsRecrystallization of TMT rebar crystals took place around 500 °C, which led to a decrease in the dislocation density along with the increase of large-sized grains, resulting in the degradation of strength. Up to a temperature range of 500 °C, the normalized fracture strength was higher, while the normalized fracture strain is not so high. This indicated a failure of brittle nature.Originality/valueThis is an original work done by others as a study to theoretically predict the mechanical behavior of TMT rebars when exposed to elevated temperature.HighlightsThe TMT bars showed brittleness characteristics up to 500 °C and showed ductility characteristics after that on account of its recrystallization and extensive tempering of the outer martensitic rim around that temperature.The comparison between the super ductile (SD) TMT and the regular TMT exhibit shows that the SD-TMT bars were about 1.5 times more ductile than the normal ones.
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来源期刊
Journal of Structural Fire Engineering
Journal of Structural Fire Engineering CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.20
自引率
10.00%
发文量
28
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