Experimental Study and Prediction Model of Low Temperature Mechanical Properties of High-Strength Steel

被引:0
作者
Cai, Ao [1 ]
Chen, Mantai [1 ]
Zuo, Wenkang [1 ]
Duan, Liping [1 ]
Zhao, Jincheng [1 ]
机构
[1] State Key Laboratory of Ocean Engineering, Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai
来源
Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University | 2024年 / 58卷 / 11期
关键词
high-strength steel; low temperature mechanical properties; prediction model; uniaxial tensile test;
D O I
10.16183/j.cnki.jsjtu.2022.526
中图分类号
学科分类号
摘要
The application of high-strength steel in extremely cold polar regions can reduce steel consumption and save the cost of fabrication, transportation, and installation of steel structures in the harsh low-temperature environment. In order to study the mechanical properties of HG785 high-strength steel under polar low-temperature conditions, uniaxial tensile tests were conducted on high-strength steel coupons by considering two thicknesses and five low-temperature cases. It was found that the elastic modulus, yield strength, and ultimate tensile strength of HG785 high-strength steel in polar low-temperature environment arc higher than those at an ambient temperature of 25 °C. All tensile coupon specimens failed by traditional necking in a ductile manner without brittle failure tendency. Based on the test results, accurate prediction models for mechanical properties of HG785 high-strength steel in polar low-temperature environment were established by the best subset regression analysis. This will facilitate the application of high-strength steel in the design of structural members, joints, and systems in an efficient manner, and provide theoretical support for the promotion of high-strength steel structures in polar low-temperature regions. © 2024 Shanghai Jiaotong University. All rights reserved.
引用
收藏
页码:1707 / 1715
页数:8
相关论文
共 31 条
  • [1] MA I L, CHAN T M, YOUNG B., Material properties and residual stresses of cold-formed high strength steel hollow sections, Journal of Constructional Steel Research, 109, pp. 152-165, (2015)
  • [2] CHEN M T, YOUNG B., Tests of cold-formed normal and high strength steel tubes under tension, Thin-Walled Structures, 153, (2020)
  • [3] BAN Huiyong, SHI Gang, SHI Yongjiu, Et al., Research advances on mechanical properties of high strength structural steels, Building Structure, 43, 2, pp. 88-94, (2013)
  • [4] XU Kelong, SHI Gang, LIN Cuocuo, Analysis and design method on local buckling behavior of 960 MPa high strength steel columns under axial compression, Journal of Hunan University (Natural Sciences), 44, 1, pp. 102-111, (2017)
  • [5] WANG Weiyong, LI Guoqiang, Research progress of fire resistance design theory of high strength steel structures, Industrial Construction, 46, 7, pp. 61-67, (2016)
  • [6] MENG X, GARDNER L., Cross-sectional behaviour of cold-formed high strength steel circular hollow sections, Thin-Walled Structures, 156, (2020)
  • [7] GUO Hongchao, WAN Jinhuai, LIU Yunhe, Et al., Experimental study on fatigue performance of Q690D high strength steel welded joints, China Civil En-gineering Journal, 51, 9, pp. 1-9, (2018)
  • [8] KE K, ZHANG M Y, YAM M C H, Et al., Block shear performance of double-line bolted S690 steel angles under uniaxial tension, Thin-Walled Structures, 171, (2022)
  • [9] JIANG B H, YAM M C H, KE K, Et al., Block shear failure of S275 and S690 steel angles with single-line bolted connections, Journal of Constructional Steel Research, 170, (2020)
  • [10] LIN X M, YAM M C H, KE K, Et al., Investigation of block shear strength of high strength steel bolted connections, Journal of Constructional Steel Re-search, 196, (2022)