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,200240, China
关键词
Fracture mechanics - High-strength low-alloy steel - Pressure vessels - Steel analysis - Steel structures - Steel testing - Structural members - Tensile strength;
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.
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页码:1707 / 1715
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