现代轧制结构金属高温力学性能研究

V. Golovanov, G. I. Kryuchkov, A. N. Strekalev, A. Komissarov, S. M. Tikhonov
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摘要

介绍。这项工作的目的是获得最广泛使用的轧制结构金属产品等级(包括那些具有高耐热性的)的强度特性与温度临界增加之间的数值依赖关系的实验数据。材料和方法。作为研究对象,我们使用了以下强度等级的轧制金属试样:С255(钢St3sp), С345(钢09G2S), С390(钢14G2),以及具有高耐热性能的轧制金属S355P(钢06MBF)。采用B型小圆柱试样,头螺纹为M10,工作直径为4mm,进行力学性能静态拉伸和压缩试验。该过程包括将试样以不超过10°C/min的速率加热到预先设定的测试温度,暴露15分钟,并进行静态单轴拉伸/压缩测试。结果和讨论。本文介绍了不同牌号的轧制结构钢(包括耐热轧制金属)在火灾作用下的力学性能试验研究结果。数据以图表的形式呈现,用于定量评估高温对火灾影响下轧制结构金属强度性能的影响。这些信息可以为金属结构的设计和操作提供帮助,从而开发出确定金属结构耐火极限的分析方法。有关金属产品耐火性的新数据允许更合理的建筑设计,更高的安全性和建筑物和结构对火灾影响的抵抗力。更广泛地应用具有更高耐热性的全系列轧制产品,将减少金属消耗和建筑成本,提高钢结构的竞争力和吸引力,以及钢结构在各种用途的建筑物和结构中的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A study on mechanical properties of modern rolled structural metal at elevated temperatures
Introduction. The purpose of this work is to obtain experimental data on the numerical dependence between the strength characteristics of the most widely used grades of rolled structural metal products (including those featuring high heat resistance) and a critical increase in temperature.Materials and methods. As the subject of research we used specimens of rolled metal of the following strength classes: С255 (steel St3sp), С345 (steel 09G2S), С390 (steel 14G2), and rolled metal that had high heat resistance properties S355P (steel 06MBF). Small cylindrical specimens of type B, with M10 thread on heads and the working diameter of 4 mm were used to conduct the static tension and compression tests of mechanical properties. The procedure encompassed the heating of the specimens to the pre-set testing temperature at the rate of not more than 10 °C/min, their 15-minute exposure, and testing for static uniaxial tension/compression.Results and discussion. The results of the experimental research on mechanical properties of different widely used grades of rolled structural steel, including heat resistant rolled metal, subjected to the fire impact, are presented in the article. The data are presented in the form of diagrams used to make a quantitative assessment of the effect of elevated temperature on the strength properties of rolled structural metal under the impact of fire. This information can be contributed to the design and operation of structural metal constructions to develop analytical methods of identifying the fire-resistance limits of constructions made of structural metal.Conclusion. The new data on the fire resistance of metal products allow for a more reasonable building design, higher safety and resistance of buildings and structures to the effect of fire. A wider area of application of the whole range of rolled products featuring higher heat resistance will reduce metal consumption and construction costs, boost competitiveness and attractiveness of steel structures and their application in the construction of buildings and structures of various purposes.
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