Residual mechanical properties of corroded ultra-high-strength steels and weld metals

被引:17
作者
Chen, Man-Tai [1 ,2 ]
Gong, Zhichao [1 ,2 ]
Cao, Huan [1 ,2 ]
Zhang, Jingjing [3 ]
Ren, Fengming [4 ]
Ho, Johnny Ching Ming [5 ]
Lai, Mianheng [4 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai Key Lab Digital Maintenance Bldg & Infras, Shanghai 200240, Peoples R China
[3] Shanghai Jiao Tong Univ, Engn Mech Expt Ctr, Shanghai 200240, Peoples R China
[4] Guangzhou Univ, Sch Civil Engn & Transportat, Guangzhou 510006, Peoples R China
[5] Univ Queensland, Sch Civil Engn, Brisbane, Qld 4072, Australia
基金
上海市自然科学基金; 中国国家自然科学基金;
关键词
Corrosion; High-strength steel; Residual mechanical properties; Tensile coupon tests; Weld metal; CORROSION BEHAVIOR;
D O I
10.1016/j.tws.2024.112397
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an in-depth investigation into the residual mechanical properties of ultra-high-strength steels and weld metals after exposure to corrosive environment. The tensile specimens of weld metals were fabricated using ER100S-G, ER110S-G, ER120S-G feedstock wires by robotic gas metal arc welding, whilst ultra-high-strength steel tensile coupon specimens were machined from the Q890 and Q960 steel plates. The high-strength steel and weld metal tensile specimens were exposed to neutral salt spray accelerated corrosion conditions. Six exposure durations were designed to achieve different corrosion degrees of specimens. A total of 23 corroded ultra-high-strength steel tensile coupon specimens and 19 corroded high-strength weld metal specimens were included. The geometric profiles of corroded steel specimens were determined via non-contact 3D laser scanning. Monotonic tensile tests were conducted to determine the stress-strain responses and key mechanical properties of corroded steel and weld specimens. Mechanical properties deterioration of corroded ultra-high-strength steels and weld metals are reported and discussed. Prediction equations on the residual mechanical properties regarding the tensile loading capacity, yield stress and ultimate tensile stress of ultra-high-strength steels and weld metals after exposure to corrosive environment were established.
引用
收藏
页数:11
相关论文
共 51 条
[31]   S890 hot-rolled ultra-high strength steel (UHSS) seamless circular hollow section beam-columns: Testing, modelling and design [J].
Wang, Yajin ;
Su, Andi ;
Yang, Hua ;
Zhao, Jian ;
Wang, Yuyin .
THIN-WALLED STRUCTURES, 2024, 197
[32]   Comparison on corrosion behaviour and mechanical properties of structural steel exposed between urban industrial atmosphere and laboratory simulated environment [J].
Wu, Haiying ;
Lei, Honggang ;
Chen, Y. Frank ;
Qiao, Junyi .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 211 :228-243
[33]   MECHANICAL PROPERTIES OF CORRODED HIGH PERFORMANCE STEEL SPECIMENS BASED ON 3D SCANNING [J].
Xiao, Lin-fa ;
Peng, Jian-xin ;
Zhang, Jian-ren ;
Cai, Chun-sheng .
ADVANCED STEEL CONSTRUCTION, 2019, 15 (02) :129-136
[34]   Comparative assessment of mechanical properties of HPS between electrochemical corrosion and spray corrosion [J].
Xiao, Linfa ;
Peng, Jianxin ;
Zhang, Jianren ;
Ma, Yafei ;
Cai, C. S. .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 237
[35]   Effect of cleaned corrosion surface topography on mechanical properties of cold-formed thin-walled steel [J].
Xu, Shanhua ;
Zhang, Zongxing ;
Li, Rou ;
Wang, Hao .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 222 :1-14
[36]   Effect of interaction between corrosion and high temperature on mechanical properties of Q355 structural steel [J].
Zhang, Chuntao ;
Zhu, Hongjie ;
Zhu, Li .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 271
[37]   Structural behaviour and design of press-braked S690 high strength steel channel sections under combined compression and minor-axis bending [J].
Zhang, Lulu ;
Liang, Yating ;
Zhao, Ou .
THIN-WALLED STRUCTURES, 2023, 190
[38]   Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading [J].
Zhang, Lulu ;
Liang, Yating ;
Zhao, Ou .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2023, 210
[39]   Laboratory tests, numerical simulations and design of press-braked S690 high strength steel channel sections under major-axis combined loading [J].
Zhang, Lulu ;
Zhao, Ou .
ENGINEERING STRUCTURES, 2023, 277
[40]   length Flexural-torsional buckling of pin-ended press-braked S690 high strength steel angle section columns: Testing, modelling and design [J].
Zhang, Lulu ;
Su, Andi ;
Zhao, Ou .
THIN-WALLED STRUCTURES, 2023, 182