Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC

Author:

Mohammed Bashar S.ORCID,Aswin Muhammad,Liew M. S.,Zawawi Noor Amila Wan Abdullah

Funder

Ministry of Higher Education, Malaysia

Universiti Teknologi Petronas

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference31 articles.

1. A. Committee and I. O. f. Standardization. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary.

2. Ahmad, S., Elahi, A., Hafeez, J., Fawad, M., & Ahsan, Z. (2013). Evaluation of the shear strength of dapped ended beam. Life Science Journal, 10, 1038–1044.

3. Aswin, M., Mohammed, B. S., Liew, M., & Imam, Z. S.. (2015a). Root cause of reinforced concrete dapped-end beams failure. International Journal of Applied Engineering Research, 10(22), 42927–42933.

4. Aswin, M., Mohammed, B. S., Liew, M., & Syed, Z. I. (2015b). Shear failure of RC dapped-end beams. Advances in Materials science and engineering, 2015, 309135.

5. Botros, A. W., Klein, G. J., Lucier, G. W., Rizkalla, S. H., & Zia, P. (2017). Dapped ends of prestressed concrete thin-stemmed members: Part 1, experimental testing and behavior. PCI Journal, 62, 61–82.

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