An experimental study on the effect of the mesh index: a new parameter influencing the shear strength of RC beams provided with welded wire mesh as transverse reinforcement

Author:

Seshu D. Rama,Manjula Ch.,Rao T. D. G.,Rao C. B. K.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference20 articles.

1. ACI-318. (2019). Building code requirements for structural concrete (ACI 318-19) and commentary (318R-19). ACI, Farmington Hills, MI, USA Marta Słowik., (2014).

2. Albidah, A., Abadel, A., Abbas, H., Almusallam, T., & Al-Salloum, Y. (2019). Experimental and analytical study of strengthening schemes for shear deficient RC deep beams. Constr and Building Materials, 216, 673–686. https://doi.org/10.1016/j.conbuildmat.2019.05.024

3. Alexander, D., & Ramakrishnan, S. (2016). Design of RC beam with and without welded mesh as shear reinforcement in flexural and shear behaviour. International Journal of Advanced Engineering Research and Technology (IJAERT), 4(6), 2348–8190.

4. ASCE-ACI Committee 445. (1998). Recent approaches to shear design of structural concrete. Journal of Structural Engineering, ASCE, 124(12), 1375–1417.

5. CEB-FIB. (2010). FIB model code for concrete structures. FIB-Federation International Du Beton.

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