Slip factor between shot blasted mild steel and high strength steel surfaces

被引:8
作者
Wang, Yan-Bo [1 ]
Wang, Yuan-Zuo [1 ]
Chen, Kun [1 ]
Li, Guo-Qiang [2 ]
机构
[1] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
关键词
Slip factor; High strength steel; Mild steel; Bolted connection; Shot-blasted surface; Surface roughness; SEISMIC PERFORMANCE; BRACED FRAMES; JOINTS; BEHAVIOR; HYBRID;
D O I
10.1016/j.jcsr.2020.105969
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to evaluate the slip performance of hybrid connections between high strength steel and mild steel, 30 hybrid connection specimens between high strength steel (Q550, Q690 and Q890) and mild steel (Q235 and Q345) with shot-blasted surface are designed to measure slip factors. The test results are compared with the slip factors measured from the connections with the same grade of high strength steel. According to the test results, the slip factors of hybrid connections are lower than the slip factor of 0.5 for mild steel specified in existing design code. Furthermore, the influence of steel strength grade on slip factor is investigated based on friction mechanism. It can be concluded that with the increase of steel grade, the slip factor of hybrid connection tends to decrease due to the reduction of surface roughness and the reduced potential increase in contact surface by plastic deformation. The slip factor of 0A5 is recommended for hybrid connections between Q550 or Q690 and Q235 mild steel. The slip factor of 0.40 is recommended for hybrid connections between Q550 or Q690 and Q345 mild steel. For hybrid connections between Q890 and mild steel Q235 or Q345, slip factor of 0.40 is recommended. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:10
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