Enhancing the structural performance of the reinforced precast concrete hybrid deep beams based on tied-arch action
Author:
Publisher
Springer Science and Business Media LLC
Subject
Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s41024-023-00370-7.pdf
Reference39 articles.
1. Roberts TM, Ho NL (1982) Shear failure of deep fibre reinforced concrete beams. Int J Cem Compos Lightw Concrete 4(3):145–152. https://doi.org/10.1016/0262-5075(82)90040-9
2. Shakir QM, Al-Sahlawi YM, Abd BB, Hamad SA (2023) Nonlinear finite element analysis of high-strength reinforced concrete beams with severely disturbed regions. Jordan J Civ Eng 17(1):23–33
3. Campione G (2009) Performance of steel fibrous reinforced concrete corbels subjected to vertical and horizontal loads. J Struct Eng 135(5)
4. Zhang JH, Li SS, Xie W, Guo YD (2020) Experimental study on shear capacity of high strength reinforcement concrete deep beams with small shear span-depth ratio. Materials 13(5):1218. https://doi.org/10.3390/ma13051218
5. Shakir QM (2022) Behavior of high-performance RC composite corbels with inclined stirrups. Can J Civ Eng 49(1):18–30. https://doi.org/10.1139/cjce-2020-0149
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