Effect of the arching action on the behavior of the RC precast concrete deep beams: comparison between several hybrid models

Author:

Shakir Qasim M.ORCID,Alghazali Asmaa F.

Publisher

Springer Science and Business Media LLC

Reference35 articles.

1. Shaaban IG (1999) Structural behaviour of reinforced concrete deep beams with and without openings. Civil Eng Res Mag (CERM) 21(4):879–899

2. Beshara FBA, Shaaban IG, and Mustafa TS (2012) Shear Behaviour of reinforced concrete continues deep beams. Proceedings of 8th Asia pacific structural engineering and construction conference (APSEC 2012), 2–4, Indonesia.

3. Rahim NI, Mohammed BS, Al-Fakih A, Wahab MMA, Liew MS, Anwar A, MugahedAmran YH (2020) Strengthening the structural behavior of web openings in RC deep beam using CFRP. Materials 13:2804. https://doi.org/10.3390/ma13122804

4. Chen B, Zhou J, Zhang D, Su J, Nuti C, Sennah K (2022) Experimental study on shear performances of ultra-high performance concrete deep beams. Structures 39:310–322

5. Visalakshi BSS, Sri HG (2020) Enhancement of shear strength of deep beams using hybrid fibres and suggesting an alternative for strut and tie model. Mater Today: Proc 33:578–582

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