A new two-stage constitutive model for characterizing stainless steel stress-strain curves

被引:1
作者
Chen, Lin [1 ]
Yang, Lu [1 ]
Ning, Keyang [1 ,2 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
[2] Hong Kong Polytech Univ, Chinese Natl Engn Res Ctr Steel Construct, Hong Kong Branch, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Stainless steel; Constitutive model; Tensile tests; Stress-strain characteristics; Predictive expressions; BUCKLING BEHAVIOR; DESIGN;
D O I
10.1016/j.jcsr.2025.109428
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Stainless steel alloys come in a wide range, all exhibiting notable nonlinearity and strain hardening in their stress-strain characteristics. This behaviour can be analysed and represented by different material models, among which the two-stage Ramberg-Osgood model adopted in prEN1993-1-14, an extension of the classical RambergOsgood model, is the most popular. While this model fits well with the overall stress-strain curve, it has been noted in previous studies and confirmed in this research that the model is not ideal for certain small strain ranges, and it is also not suitable for materials under compression. This paper proposes a new constitutive model and provides predictive expressions for key parameters in the model, covering both the full strain range and the 10 % plastic strain range. These predictive expressions are based on an analysis of a database containing over 200 stress-strain curves, including data from literature and tests on stainless steels. The database includes various grades, plate thicknesses, and product types. The applicability of the constitutive model was assessed using the stress-strain curves in the database and compared with the two-stage Ramberg-Osgood model adopted in prEN1993-1-14. The results show that, compared to the two-stage Ramberg-Osgood model in prEN1993-1-14, the proposed model provides more accurate and relatively conservative predictions across the entire range of the stress-strain curve.
引用
收藏
页数:13
相关论文
共 51 条
[1]  
[Anonymous], 2010, Metallic Materials-Tensile Testing at Room Temperature
[2]   Description of stress-strain curves for stainless steel alloys [J].
Arrayago, I. ;
Real, E. ;
Gardner, L. .
MATERIALS & DESIGN, 2015, 87 :540-552
[3]  
[常笑 Chang Xiao], 2019, [工程力学, Engineering Mechanics], V36, P137
[4]   Experimental behaviour of stainless steel plate girders under combined bending and shear [J].
Chen, X. W. ;
Yuan, H. X. ;
Real, E. ;
Du, X. X. ;
Schafer, B. W. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 166
[5]   Shear buckling behaviour of welded stainless steel plate girders with transverse stiffeners [J].
Chen, X. W. ;
Yuan, H. X. ;
Du, X. X. ;
Zhao, Y. ;
Ye, J. ;
Yang, L. .
THIN-WALLED STRUCTURES, 2018, 122 :529-544
[6]   Bond stress-slip relationship in concrete-filled square stainless steel tubes [J].
Dai, Peng ;
Yang, Lu ;
Wang, Jie ;
Lin, Manfang ;
Fan, Junwei .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 326
[7]   Experimental study on the steel-concrete bond behaviour of circular concrete-filled stainless steel tubes [J].
Dai, Peng ;
Yang, Lu ;
Wang, Jie ;
Fan, Junwei ;
Lin, Manfang .
THIN-WALLED STRUCTURES, 2021, 169
[8]   Compressive strength of concrete-filled stainless steel tube stub columns [J].
Dai, Peng ;
Yang, Lu ;
Wang, Jie ;
Zhou, Yuhang .
ENGINEERING STRUCTURES, 2020, 205
[9]  
Eurocode, 2023, prEN1993-1-14
[10]   Corner material properties of cold-formed lean-duplex stainless steel sections at elevated temperatures [J].
Fan, Zhi-Hao ;
Li, Hai-Ting ;
Xu, Chen-Yu .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 214