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Author:

Han, Q. (Han, Q..) | Ni, Y. (Ni, Y..) | Hu, M. (Hu, M..) | Hui, B. (Hui, B..)

Indexed by:

Scopus

Abstract:

Steel-concrete composite bridges are a type of bridge structure that connects steel beam and concrete bridge deck through shear connectors. They consider the cooperation of steel and concrete. Shear connectors are important force transmission components. The behavior reliability of shear connectors is the basis for the coordinated working of steel beams and concrete bridge decks. To further clarify the configurations and behavior of shear connectors for steel-concrete composite bridges, the study of shear connectors in steel-concrete composite bridges was systematically sorted out. The types, configurations, and shear mechanisms of common shear connectors were first introduced. Then, the study of shear connectors with high-performance materials was summarized. The force mechanism of shear connectors was clarified. The analysis models of mechanical performance for shear connectors and calculation formulas of shear resistance were summarized in detail. Finally, the research trend of shear connectors in steel-concrete composite bridges was discussed. The study of shear connectors with high-performance materials in prefabricated assembled bridge decks needs to be conducted, realizing accelerated bridge construction and low-carbon sustainable development. © 2024 Beijing University of Technology. All rights reserved.

Keyword:

analysis model force mechanism high-performance material steel-concrete composite bridge shear resistance shear connector

Author Community:

  • [ 1 ] [Han Q.]State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Ni Y.]State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Hu M.]School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 4 ] [Hui B.]Beijing General Municipal Engineering Design & Research Institute Co., Ltd., Beijing, 100082, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2024

Issue: 11

Volume: 50

Page: 1369-1385

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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