土木工程

LY160钢材高温后力学性能试验

  • 祝存平 ,
  • 王嘉宇 ,
  • 张强 ,
  • 何文福
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  • 1. 国网甘肃省电力公司, 兰州 730000;
    2. 上海大学 力学与工程科学学院, 上海 200444

收稿日期: 2024-06-20

  网络出版日期: 2026-07-04

基金资助

国家自然科学基金资助项目(52378521,52078287)

Experimental of mechanical properties of LY160 steel after high temperature exposure

  • ZHU Cunping ,
  • WANG Jiayu ,
  • ZHANG Qiang ,
  • HE Wenfu
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  • 1. State Grid Gansu Electric Power Company, Lanzhou, 730000, China;
    2. School of Mechanics and Engineering Science, Shanghai University, Shanghai 200444, China

Received date: 2024-06-20

  Online published: 2026-07-04

摘要

设计制作了60个LY160钢材试件,并开展高温冷却后的单轴拉伸试验研究.首先,通过升温、冷却和拉伸试验,得到了LY160钢材在经历20~1 000℃高温冷却后的力学性能;然后,对比了Q235、Q345、Q460和Q690钢材高温加热和浸水冷却后的力学性能;最后,基于试验结果拟合了LY160钢材高温加热和冷却后各力学参数随温度变化的公式.研究结果表明:随着温度的升高,试件的颜色变暗且光泽逐渐消失;应力-应变曲线的屈服平台也随温度的升高而逐渐消失,浸水冷却会导致LY160钢材屈服平台提前消失;温度和冷却方式对LY160钢材的屈服强度和伸长率影响较大,对极限强度和弹性模量的影响较小;300℃以下,力学性能均与室温相近;300℃以上,屈服强度和极限强度变化趋势一致,但屈服强度变化幅度更大;伸长率从700℃开始才有显著变化;弹性模量变化不明显.不同等级的钢材高温冷却后力学性能差别明显,LY160钢材在较低温度(400℃)时,屈服强度已发生显著变化.试验结果与拟合曲线吻合良好,可快速获得LY160钢材高温后力学性能.

本文引用格式

祝存平 , 王嘉宇 , 张强 , 何文福 . LY160钢材高温后力学性能试验[J]. 上海大学学报(自然科学版), 2026 , 32(3) : 464 -477 . DOI: 10.12066/j.issn.1007-2861.2645

Abstract

Sixty LY160 steel specimens are designed and fabricated and subjected to uniaxial tensile tests after cooling from high temperature. First, the mechanical properties of LY160 steel subjected to temperatures ranging from 20 to 1 000 ℃ are obtained through heating, cooling, and tensile tests. Then, the mechanical properties of Q235, Q345, Q460, and Q690 steels after high-temperature heating and water cooling are compared. Finally, based on the experimental results, formulas describing the temperature-dependent mechanical parameters of LY160 steel after high-temperature heating and cooling are fitted. The results show that as the temperature increases, the color of the specimens darkens, and the luster gradually disappears. In addition, the yield plateau in the stress-strain curve gradually disappears with increasing temperature, while water cooling causes its premature disappearance in LY160 steel. Temperature and cooling methods have a significant impact on the yield strength and elongation of LY160 steel, while their influence on ultimate strength and elastic modulus is relatively small. Below 300 ℃, the mechanical properties remain similar to those at room temperature. Above 300 ℃, the trends in yield strength and ultimate strength are consistent, but the change in yield strength is greater. Significant changes in elongation only occur from 700 ℃ onwards, and the change in elastic modulus is not pronounced. The mechanical properties of different grades of steel after cooling from high temperature differ markedly, and LY160 steel exhibits notable changes in yield strength at relatively low temperatures (400 ℃). The experimental results match well with the fitting curves, and the fitting formulas allow for the rapid acquisition of the mechanical properties of LY160 steel after high-temperature exposure.

参考文献

[1] 陈振业, 王晓书, 孙晓冉, 等. 建筑抗震用低屈服点钢板LY160的生产工艺研究[C]// 2016年全国轧钢生产技术会议. 2016: 161-166.
[2] 刘德安, 丁明波, 鲁锦华, 等. 无粘结RC加固铁路重力式桥墩抗震性能试验[J]. 地震研究, 2022, 45(3): 399-404.
[3] 石文龙, 陶正华, 张福寿. 低屈服点钢研究进展与力学性能数据分析[J]. 地震工程与工程振动, 2021, 41(1): 175-183.
[4] Dusicka P, Itani A M, Buckle I G. Cyclic response of plate steels under large inelastic strains [J]. Journal of Constructional Steel Research, 2007, 63(2): 156-164.
[5] 杨飞, 刘玉擎, 侯华兴. LYP160级钢单调及循环加载性能试验[J]. 中国公路学报, 2017, 30(3): 49-55.
[6] 王萌, 钱凤霞, 杨维国. 低屈服点LYP160钢材本构关系研究[J]. 建筑结构学报, 2017, 38(2): 55-62.
[7] 石永久, 王萌, 王元清. 循环荷载作用下结构钢材本构关系试验研究[J]. 建筑材料学报, 2012, 15(3): 5-12.
[8] 施刚, 王珣, 高阳, 等. 国产低屈服点钢材循环加载试验研究[J]. 工程力学, 2018, 35(8): 30-38.
[9] 陈建锋, 曹平周. 高温后结构钢力学性能试验[J]. 解放军理工大学学报(自然科学版), 2010, 11(3): 328-333.
[10] 张有桔, 朱跃, 赵升, 等. 高温后不同冷却条件下钢材力学性能试验研究[J]. 结构工程师, 2009, 25(5): 104-109.
[11] Outinen J, Mkelinen P. Mechanical properties of structural steel at elevated temperatures [J]. Advances in Steel Structures, 2002, 2(2/3/4): 1103-1110.
[12] Zhang C, Jia B, Wang J. Influence of artificial cooling methods on post-fire mechanical properties of Q345 structural steel [J]. Construction and Building Materials, 2020, 252(12): 119092- 119104.
[13] 李国强, 吕慧宝, 张超. Q690钢材高温后的力学性能试验研究[J]. 建筑结构学报, 2017, 38(5): 109-116.
[14] 中华人民共和国国家质量监督检验检疫总局, 中国国家标准化管理委员会. GB/T228.1|2010, 金属材料拉伸试验第一部分: 室温试验方法[S]. 北京: 中国标准出版社, 2010.
[15] Ullah S H, Ravi K. Influence of stress concentration and cooling methods on post-fire mechanical behavior of ASTM A36 steels [J]. Construction and Building Materials, 2018, 186: 920-945.
[16] Sajid H U, Kiran R. Post-fire mechanical behavior of ASTM A572 steels subjected to high stress triaxialities [J]. Engineering Structures, 2019, 191: 323-342.
[17] Lu J, Liu H, Chen Z, et al. Experimental investigation into the post-fire mechanical properties of hot-rolled and cold-formed steels [J]. Journal of Constructional Steel Research, 2016, 121: 291-310.
[18] Wang W, Liu T, Liu J. Experimental study on post-fire mechanical properties of high strength Q460 steel [J]. Journal of Constructional Steel Research, 2015, 114: 100-109.
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