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高温蠕变下低合金 Q420d 高强度钢柱的抗火性能。

Fire resistance of low alloy Q420d high-strength steel column under high-temperature creep.

机构信息

School of Civil Engineering, Southwest Forestry University, Kunming, China.

School of Mechanics and Construction Engineering, Jinan University, Guangzhou, China.

出版信息

Sci Prog. 2023 Apr-Jun;106(2):368504231175712. doi: 10.1177/00368504231175712.

Abstract

The high-temperature mechanical and creep characteristics of Q420D steel are investigated in this essay. To determine the steel's high-temperature yield strength, the high-temperature tensile test of Q420D steel was first performed. In the temperature range of 400°C-800°C, the high-temperature creep test under various pressures was conducted, and the creep strain curve over time was produced. Finite element analysis and comparison were done to examine the impact of creep strain on the Q420D steel column's bearing capacity under high-temperature conditions. The findings demonstrated that: Using Abaqus, a finite element fire resistance analysis of a Q420D steel column, was conducted while taking initial geometrical flaws, residual stress, and creep effect into account. As a result, the critical temperature of a Q420D steel column under various load ratios was determined. The largest deviation from the critical temperature in the standard GB51249-2017 was 2.9% when the creep effect was taken into account under the load ratio R  =  0.3. The highest reduction in fire resistance limit time under low load ratio conditions, taking into account the creeping impact of Q420D steel columns, is 35%. The findings demonstrate that the high-temperature creep energy greatly lowers the steel column's fire resistance.

摘要

本文研究了 Q420D 钢的高温力学和蠕变特性。为了确定钢的高温屈服强度,首先对 Q420D 钢进行了高温拉伸试验。在 400°C-800°C 的温度范围内,对不同压力下的高温蠕变试验进行了测试,并绘制了随时间变化的蠕变应变曲线。通过有限元分析和比较,研究了蠕变应变对高温条件下 Q420D 钢柱承载能力的影响。研究结果表明:采用 Abaqus 软件,考虑初始几何缺陷、残余应力和蠕变效应,对 Q420D 钢柱进行了有限元抗火分析。因此,确定了不同荷载比下 Q420D 钢柱的临界温度。考虑蠕变效应时,在荷载比 R=0.3 下,与标准 GB51249-2017 相比,临界温度的最大偏差为 2.9%。考虑 Q420D 钢柱的蠕变影响,在低荷载比条件下,耐火极限时间的最大降低幅度为 35%。研究结果表明,高温蠕变能大大降低钢柱的耐火性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/08a9/10358616/7f736cd17655/10.1177_00368504231175712-fig1.jpg

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