Predictions of material properties in cold-rolled austenitic stainless steel tubular sections

被引:18
作者
Zheng, Baofeng [1 ,2 ]
Shu, Ganping [1 ,2 ]
Wang, Jiachang [1 ,2 ]
Gu, Yueyan [1 ,2 ]
Jiang, Qinglin [3 ]
机构
[1] Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China
[2] Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China
[3] Jiangsu Dongge Stainless Steel Ware Co Ltd, Yancheng 224212, Peoples R China
基金
美国国家科学基金会;
关键词
Stainless steel; Cold-rolling; Tubular sections; Cold-forming effect; Test; Predictive formulas; FORMED STRUCTURAL SECTIONS; STRENGTH ENHANCEMENTS; RESIDUAL-STRESSES; DESIGN;
D O I
10.1016/j.jcsr.2019.105820
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Material properties in cold-rolled stainless steel members are significantly different from those in annealed sheets (e.g. considerable enhancement in 0.2% proof stress), which provides a potential to reduce the initial cost of stainless steel structures in the design stage. This study is aimed at proposing reasonable predictive formulas for the enhanced material properties in cold-rolled stainless steel tubular sections. A total of 130 tensile coupons were extracted from three types of material statuses (i.e. the coil, the circular hollow section and the square/rectangular hollow section) occurred in four cold-rolling production routes. Tensile coupon tests were then conducted to illustrate the change of material properties from coils to square/rectangular hollow sections (SHS/RHSs) as well as the detailed distributions of material properties in cross-sections. Based on test data, predictive formulas were developed for all material parameters in cold-rolled stainless steel hollow sections according to the "through thickness averaged plastic strain" method originally proposed by Gardner's group in Imperial College London. The predictions of the proposed formulas were evaluated using the test results in this study and in existing literature. Comparisons indicate that proposed models provide not only accurate predictions for the key material properties (e.g. the 0.2% proof stress, the 1% proof stress and the ultimate tensile strength), but also reasonable predictions for full-range stress-strain curves in cold-rolled stainless steel hollow sections. The predictions of the proposed models can be used in finite element analysis and advanced design methods for cold-rolled stainless steel hollow sections. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页数:18
相关论文
共 34 条
[1]   Inversion of a full-range stress-strain relation for stainless steel alloys [J].
Abdella, K .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2006, 41 (03) :456-463
[2]   Strength enhancements in cold-formed structural sections - Part I: Material testing [J].
Afshan, S. ;
Rossi, B. ;
Gardner, L. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 83 :177-188
[3]   Experimental Study of Cold-Formed Ferritic Stainless Steel Hollow Sections [J].
Afshan, S. ;
Gardner, L. .
JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (05) :717-728
[4]  
Alinezhad P., 2009, WORLD ACAD SCI ENG T, V55, P207
[5]  
[Anonymous], 2014, 100882 BS EN
[6]   Strength enhancement of the corner regions of stainless steel cross-sections [J].
Ashraf, M ;
Gardner, L ;
Nethercot, DA .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2005, 61 (01) :37-52
[7]   Experiments on cold-formed ferritic stainless steel slender sections [J].
Bock, M. ;
Arrayago, I. ;
Real, E. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 109 :13-23
[8]  
CECS, 2015, CECS 410: 2015
[9]  
Cruise R.B., 2007, THESIS
[10]   Strength enhancements induced during cold forming of stainless steel sections [J].
Cruise, Rachel B. ;
Gardner, Leroy .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (11) :1310-1316