Long-term strain ageing effects on low-carbon structural steels

被引:0
作者
Xu, Fei [1 ]
Zhao, Jian [1 ]
Zhou, Xuhong [1 ]
Yun, Xiang [2 ]
Liu, Jun-Zhi [3 ]
Okazaki, Taichiro [4 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Univ Bristol, Sch Civil Aerosp & Design Engn, Queens Bldg,Univ Walk, Bristol BS8 1TR, England
[3] Beijing Normal Univ, Sch Natl Safety & Emergency Management, Zhuhai, Peoples R China
[4] Hokkaido Univ, Fac Engn, Sapporo, Hokkaido 0608628, Japan
基金
中国国家自然科学基金; 日本学术振兴会;
关键词
Low-carbon structural steel; Quad-linear material model; Strain ageing effect; Stress-strain curves; Yield-to-ultimate strength ratio; MECHANICAL-PROPERTIES; STRENGTH; CURVES;
D O I
10.1016/j.jcsr.2025.109579
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper experimentally investigates the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels manufactured in both China and Japan. In the experimental programme, the effects of pre-strain levels (ranging from 2% to 8%) and ageing durations (ranging from 7 to 180 days) on yield strength, ultimate strength, yield-to-ultimate strength ratio, and ductility were assessed. The results revealed that increasing the pre-strain level to 8% resulted in enhancements of 54% and 7% in the yield and ultimate tensile strengths, respectively, accompained by a 48.4% reduction in ductility, as indicated by the ultimate strain. Moreover, extending the ageing duration to 90 days led to further increases in the yield and ultimate strengths by up to 6% and 4%, respectively. Quantitative analysis also revealed that strain ageing treatments can affect the yield-to-ultimate strength ratio, with high pre-strain levels causing the ratio to exceed the limit value of 0.85 specified in current design codes. Although the influence of strain ageing on the strength ratio and ductility was generally consistent across the four categories of structural steels, minor variations were observed in the effect of strain ageing on the yield and ultimate strengths. Based on the test results obtained from the present study and supplementary database collected from the literature, a modified quad-linear stress-strain model considering strain ageing effects (QLMSA) was proposed, accounting for the pre-strain effects on the stress-strain characteristics of low carbon structural steels. The proposed models have been shown to accurately predict the longterm strain ageing effects on the stress-strain behaviour of low-carbon structural steels with nominal yield strengths ranging from 235 MPa to 355 MPa.
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页数:17
相关论文
共 53 条
[1]  
[Anonymous], 2012, JIS G 3136
[2]  
[Anonymous], 2010, JIS G 3101
[3]  
[Anonymous], 2019, ASTM A913/A913M-04
[4]  
[Anonymous], 2005, EN 1993-1-1, DOI DOI 10.1017/CBO9781107415324.004
[5]  
[Anonymous], 2017, GB50017-2017
[6]  
[Anonymous], 2016, BS EN ISO 6892-1:2016
[7]   Developed Sustainable Scoring System for Structural Materials Evaluation [J].
Bakhoum, Emad S. ;
Brown, David C. .
JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT, 2012, 138 (01) :110-119
[8]   Research Progress on the Mechanical Property of High Strength Structural Steels [J].
Ban, Huiyong ;
Shi, Gang ;
Shi, Yongjiu ;
Wang, Yuanqing .
ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4) :640-648
[9]   Thermal and Mechanical Properties of Structural Steel SN400 at Elevated Temperatures [J].
Choi, In-Rak ;
Chung, Kyung-Soo ;
Lee, Hyerin .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2017, 17 (03) :999-1007
[10]  
COTTRELL A, 1990, CC/ENG TECH APPL SCI, P28