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- W4385306567 endingPage "116649" @default.
- W4385306567 startingPage "116649" @default.
- W4385306567 abstract "Steel-Ultra-High Performance Concrete (UHPC) composite structures are a recent and innovative system with several applications. Steel-UHPC composite beams, for example, enable Accelerated Bridge Construction (ABC) due to the speed with which their components can be precast in the factory and practically installed on-site. Likewise, the improved properties of UHPC in terms of high compressive strength, ductility, toughness, and durability compared to Normal-Strength Concrete (NSC) allow for designing optimized slender cross-sections and, consequently, lower weight. Despite all the advantages offered by steel-UHPC composite beams, the study of their structural behavior began a few years ago, so there still need to be recommendations in the principal construction codes that regulate their use. In addition, review studies need to discuss the current state-of-the-art topic. This paper reviews the flexural behavior of steel-UHPC composite beams and the interaction of shear connectors at the interface through push-out tests. Two databases of push-out and flexural tests were built and discussed to address the main aspects that influence the behavior and performance of the composite system." @default.
- W4385306567 created "2023-07-28" @default.
- W4385306567 creator A5017702283 @default.
- W4385306567 creator A5039035767 @default.
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- W4385306567 creator A5066925490 @default.
- W4385306567 creator A5086122850 @default.
- W4385306567 date "2023-10-01" @default.
- W4385306567 modified "2023-10-18" @default.
- W4385306567 title "Flexural and shear behavior of steel-UHPC composite beams: a review" @default.
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- W4385306567 doi "https://doi.org/10.1016/j.engstruct.2023.116649" @default.