Experimental Study on Shear Mechanical Properties of Light Composite Bridge in Bending Moment Zone
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Keywords

Steel-UHPC composite beam
Positive moment zone
Shear resistance test
Bridge design theory and calculation method

DOI

10.26689/jard.v9i5.12103

Submitted : 2025-08-27
Accepted : 2025-09-11
Published : 2025-09-26

Abstract

This study conducted shear resistance tests on steel-UHPC composite beams, focusing on structural stiffness changes during the test process, strain analysis of UHPC panels, internal reinforcement bars, steel structures, and shear connectors, as well as the failure processes and modes of UHPC panels and the structure. Through theoretical analysis, the contribution of UHPC panels to the overall vertical shear resistance capability was clarified. A shear load-bearing capacity calculation method was established, thereby considering the combined beam shear bearing capacity calculation formula of the UHPC panel and the steel beam web.

References

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Zhu J, Wang Y, Guo X, et al., 2020, Study on Shear Resistance Performance of Steel-UHPC Corrugated Composite Beams. Journal of Highway Science and Technology, China, 33(11): 169.

AFGC-SETRA, 2016, National Addition to Eurocode 2-Design of Concrete Structures: Specific Rules for Ultra High Performance Fibre-Reinforced Concrete (UHPFRC). AFNOR, 2016: 99–121.