The Effective Width in Shear Design of Wide-shallow Beams: A Comparative Study

Author:

Khalil Abd El-Hakim,Etman Emad,Atta Ahmed,Baraghith Ahmed,Behiry Reda

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference22 articles.

1. AASHTO (2005). Bridge design specifications and commentary, 3rd Edition, American Association of State and Highway Transportation Officials.

2. ACI (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute, Farmington Hills, MI, USA.

3. Antonio, C., Fausto, M., Andrea, T., and Giovanni, A. P. (2015). “Influence of polypropylene fibre reinforcement and width-to-effective depth ratio in wide-shallow beams.” Engineering Structures Journal, vol. 88, pp. 12–21, DOI: 10.1016/j.engstruct.2015.01.037.

4. Antonio, C., Fausto, M., and Giovanni, A. P. (2013). “Wide-shallow beams with and without steel fibres: A peculiar behaviour in shear and flexure.” Composite Part B Journal, vol. 51, pp. 282–290, DOI: 10.1016/j.compositesb.2013.03.033.

5. Antonio, C., Fausto, M., and Giovanni, A. P. (2017). “Influence of width-to-effective depth ratio on Shear strength of reinforced concrete elements without web reinforcement.” American Concrete Institute Structural Journal, vol. 114, no. 4, pp. 995–1006.

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