Structural behavior of spliced deck beams with UHPC joints under monotonic load
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00970-1.pdf
Reference45 articles.
1. Aaleti, S., & Sritharan, S. (2019). Quantifying bonding characteristics between UHPC and normal-strength concrete for Bridge deck application. Journal of Bridge Engineering, 24(6), 04019041. https://doi.org/10.1061/(asce)be.1943-5592.0001404
2. ACI. (2019). 318M–19: Building Code requirements for concrete and commentary (p. 628). ACI.
3. Akeed, M. H., Qaidi, S., Ahmed, H. U., Emad, W., Faraj, R. H., Mohammed, A. S., Tayeh, B. A., & Azevedo, A. R. G. (2022). Ultra-high-performance fiber-reinforced concrete. Part III: Fresh and hardened properties. Case Studies in Construction Materials, 17, e01265. https://doi.org/10.1016/j.cscm.2022.e01265
4. Aljanabi, A. Y., & Hassoon, A. H. (2020). Experimental behavior of continuous hybrid reinforced concrete spliced girders. IOP Conference Series. https://doi.org/10.1088/1757-899X/871/1/012004
5. Al-Mamory, Z. K., & Al-Ahmed, A. H. A. (2022). Behavior of steel fiber reinforced concrete beams with CFRP wrapped lap splice bars. Structures, 44(June), 1995–2011. https://doi.org/10.1016/j.istruc.2022.08.096
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2. Parametric study for structural performance of spliced hybrid deck beams with UHPC cast in place joints;Structures;2024-05
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