Friction Performance of Steel-Concrete Composite Interface Through Bolted Joints under Fatigue Loading

ZHAO Yuchen; XING Ying; LI Wei; GUO Qi

doi:10.16552/j.cnki.issn1001-1625.2024.1423

Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 6, 2111(2025)

Friction Performance of Steel-Concrete Composite Interface Through Bolted Joints under Fatigue Loading

ZHAO Yuchen¹, XING Ying^1、*, LI Wei², and GUO Qi¹

Author Affiliations

¹College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China

²China Railway 18th Bureau Group Construction and Installation Engineering Co. Ltd., Tianjin 300308, China

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References(2)

[2] [2] KWON G, ENGELHARDT M, KLINGNER R. Strengthening existing non-composite steel girder bridges by the use of post-installed shear connectors[J]. IABSE Congress Report, 2008, 17(19): 198-199.

[9] [9] GYAWALI M, SENNAH K, AHMED M, et al. Experimental study of static and fatigue push-out test on headed stud shear connectors in UHPC composite steel beams[J]. Structures, 2024, 70: 107923.

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ZHAO Yuchen, XING Ying, LI Wei, GUO Qi. Friction Performance of Steel-Concrete Composite Interface Through Bolted Joints under Fatigue Loading[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(6): 2111

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Paper Information

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Received: Nov. 20, 2024

Accepted: Jul. 30, 2025

Published Online: Jul. 30, 2025

The Author Email: XING Ying (xingying_jamie@163.com)

DOI:10.16552/j.cnki.issn1001-1625.2024.1423

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