Q355、Q460和Q690钢材火灾降温段力学性能对比
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作者单位:

1.同济大学;2.同济大学土木工程学院;3.中南大学土木工程学院

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中图分类号:

TU391 TU317.1.

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国家自然科学基金项目(面上项目,重点项目,重大项目)


Comparison of Mechanical Properties of Q355, Q460 and Q690 Steel at the Cooling Stage of Fire
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1.College of Civil Engineering, Tongji University;2.School of Civil Engineering, Central South University

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    摘要:

    基于Q355、Q460和Q690三种钢材在火灾升温和降温全过程中的力学性能试验结果,对三种钢材火灾降温段的力学性能进行对比分析.结果表明,当最高受热温度在700 ℃以内时,Q460和Q690钢材的降温段弹性模量折减系数相近;三种钢材屈服强度f0.2折减系数相差较大,屈服强度f2.0折减系数相近;极限强度折减系数有一定差距.当最高受热温度为800 ℃或900 ℃时,三种钢材降温段弹性模量和屈服强度折减系数相差较大,而极限强度折减系数相差较小.此外,将现有规范推荐的钢材高温力学性能与三种钢材降温段力学性能进行对比,结果表明,现有规范针对钢材升温段力学性能提出的折减系数无法较好地预测钢材降温段力学性能.

    Abstract:

    This paper presents a comparative analysis of the mechanical properties of Q355, Q460, and Q690 steels during the cooling stages, based on experimental results. The results show that when the peak heating temperature within 700 ℃, the reduction factors of Young’s modulus for Q460 and Q690 steel at the fire-cooling stage are similar. The differences in reduction factor of yield strength f0.2 among the three kinds of steels are large, while they are small in that of yield strength f0.2 and ultimate strength. At peak heating temperatures of 800°C or 900°C, the differences in the reduction factors for Young"s modulus and yield strength between Q355, Q460, and Q690 steels at the cooling stage are more pronounced, while the differences in ultimate strength reduction factors are smaller. In addition, the high temperature mechanical properties of steel recommended by the existing specification are compared with the mechanical properties of the three kinds of steel at the fire-cooling stage. The results show that the reduction factors proposed in the existing specifications cannot predict the mechanical properties of steel at fire-cooling stage well.

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  • 收稿日期:2024-06-03
  • 最后修改日期:2024-10-24
  • 录用日期:2024-10-24
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