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Slip factor between shot blasted mild steel and high strength steel surfaces
Abstract 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 0.45 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.
Highlights 30 hybrid connection specimens are tested to investigate the influences of steel grades on the slip factor. The slip factors of hybrid connections are lower than those of mild steel connections. For hybrid connections, the higher strength difference, the lower slip deformation before slip failure and lower slip factor. Recommended values of slip factor for hybrid connections are given.
Slip factor between shot blasted mild steel and high strength steel surfaces
Abstract 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 0.45 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.
Highlights 30 hybrid connection specimens are tested to investigate the influences of steel grades on the slip factor. The slip factors of hybrid connections are lower than those of mild steel connections. For hybrid connections, the higher strength difference, the lower slip deformation before slip failure and lower slip factor. Recommended values of slip factor for hybrid connections are given.
Slip factor between shot blasted mild steel and high strength steel surfaces
Wang, Yan-Bo (Autor:in) / Wang, Yuan-Zuo (Autor:in) / Chen, Kun (Autor:in) / Li, Guo-Qiang (Autor:in)
31.01.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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