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- W4309595750 abstract "Purpose This study aims to research the development trend, research status, research results and existing problems of the steel–concrete composite joint of railway long-span hybrid girder cable-stayed bridge. Design/methodology/approach Based on the investigation and analysis of the development history, structure form, structural parameters, stress characteristics, shear connector stress state, force transmission mechanism, and fatigue performance, aiming at the steel–concrete composite joint of railway long-span hybrid girder cable-stayed bridge, the development trend, research status, research results and existing problems are expounded. Findings The shear-compression composite joint has become the main form in practice, featuring shortened length and simplified structure. The length of composite joints between 1.5 and 3.0 m has no significant effect on the stress and force transmission laws of the main girder. The reasonable thickness of the bearing plate is 40–70 mm. The calculation theory and simplified calculation formula of the overall bearing capacity, the nonuniformity and distribution laws of the shear connector, the force transferring ratio of steel and concrete components, the fatigue failure mechanism and structural parameters effects are the focus of the research study. Originality/value This study puts forward some suggestions and prospects for the structural design and theoretical research of the steel–concrete composite joint of railway long-span hybrid girder cable-stayed bridge." @default.
- W4309595750 created "2022-11-28" @default.
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- W4309595750 date "2022-11-24" @default.
- W4309595750 modified "2023-10-05" @default.
- W4309595750 title "Research review on steel–concrete composite joint of railway hybrid girder cable-stayed bridges" @default.
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- W4309595750 doi "https://doi.org/10.1108/rs-11-2022-0027" @default.
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