Fatigue testing of butt-welded high strength square hollow sections strengthened with CFRP

被引:22
|
作者
Amraei, Mohsen [1 ]
Jiao, Hui [2 ]
Zhao, Xiao-Ling [1 ]
Tong, Le-Wei [3 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3168, Australia
[2] Univ Tasmania, Sch Engn & ICT, Hobart, Tas 7001, Australia
[3] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
基金
澳大利亚研究理事会;
关键词
High strength steel; Heat affected zone; Hardness; Residual stress; Fatigue; CFRP strengthening; STEEL TUBES; BEHAVIOR; CAPACITY; CONNECTIONS; COLUMNS; FAILURE; MEMBERS; CARBON; BEAMS;
D O I
10.1016/j.tws.2017.09.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a study on the residual stress, hardness and fatigue behaviour of butt-welded high, strength square hollow section (SHS) steel tubes strengthened with carbon fibre reinforced polymer (CFRP). SHS tubes, with a nominal yield stress of 780 MPa and an ultimate tensile strength of 860 MPa, were butt-welded using the Gas Tungsten Arc Welding (GTAW) welding method. The hardness in the heat affected zone (HAZ) dropped to around 80% of that of the parent metal of the SHS steel. The strength in HAZ of the butt-welded SHS tubes is about 93% of that of the parent metal of the SHS tube. The residual stress of the butt-welded SHS tubes is about 20-50% 25-45%of the yield stress along the longitudinal direction and 15% of the yield stress along the transverse direction. The fatigue life of CFRP strengthened butt-welded SHS beams was extended for about 5 times comparing to the butt-welded beams without CFRP strengthening.
引用
收藏
页码:260 / 268
页数:9
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