Modeling of temperature dependent yield strength for stainless steel considering nonlinear behavior and the effect of phase transition

被引:22
作者
Li, Ying [1 ]
Li, Weiguo [1 ]
Zhang, Xianhe [1 ]
Ma, Jianzuo [1 ]
Shao, Jiaxing [1 ]
Kou, Haibo [1 ]
Deng, Yong [1 ]
机构
[1] Chongqing Univ, Coll Aerosp Engn, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Stainless steel; Yield strength; Temperature dependent; theoretical model; Nonlinear behavior; Effect of phase transition; ELEVATED-TEMPERATURES; FIRE;
D O I
10.1016/j.conbuildmat.2017.10.106
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a physics-based temperature dependent yield strength model for stainless steel is developed based on a kind of equivalence between the deformation energy and the heat energy. A critical yield energy which comprises the deformation energy and the corresponding heat energy is then introduced. Meanwhile, the nonlinear behavior of stainless steel before the yielding of materials and the effect of phase transition are considered in the theoretical model without any fitting parameters. These stainless steels studied in this paper are from European brands, Japanese brands and interior brands. Excellent agreement between the theoretical model predictions and the experimental results of anstenitic stainless steel and ferritic stainless steel fully validates the reasonability of this model. The theoretical model is convenient and practical to predict the temperature dependent yield strength of stainless steel, which is expected to be applied for the appropriate assessment of fire resistance of stainless steel. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:147 / 154
页数:8
相关论文
共 30 条
[1]  
Ala-Outinen T., 1996, VIT RES NOTES
[2]   Stainless steel in construction: A review of research, applications, challenges and opportunities [J].
Baddoo, N. R. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (11) :1199-1206
[3]  
Burgan B., 2001, DEV USE STAINLESS ST
[4]   Stress-strain curves for stainless steel at elevated temperatures [J].
Chen, J ;
Young, B .
ENGINEERING STRUCTURES, 2006, 28 (02) :229-239
[5]   Dynamic behavior of SUS304 stainless steel at elevated temperatures [J].
Chen, XH ;
Wang, Y ;
Gong, M ;
Xia, YM .
JOURNAL OF MATERIALS SCIENCE, 2004, 39 (15) :4869-4875
[6]   A modelling approach to yield strength optimisation in a nickel-base superalloy [J].
Collins, D. M. ;
Stone, H. J. .
INTERNATIONAL JOURNAL OF PLASTICITY, 2014, 54 :96-112
[7]  
da Silva L.Simoes., 2010, Design of Steel Structures -, Part 1-1: General Rules and Rules for Buildings
[8]  
Fan S., 2015, ENG MECH, V34, P167
[9]  
Gao YJ, 2014, ACTA METALL SIN, V50, P886, DOI 10.3724/SP.J.1037.2013.00816
[10]   Fire testing and design of stainless steel structures [J].
Gardner, L ;
Baddoo, NR .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2006, 62 (06) :532-543