Improving the Failure Mode of Over-Reinforced Concrete Beams Using Strain-Hardening Cementitious Composites-Reference-Cited by-同舟云学术

Improving the Failure Mode of Over-Reinforced Concrete Beams Using Strain-Hardening Cementitious Composites

Published:2016-10 Issue:5 Volume:30 Page:04016003
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Atta Ahmed Mohamed¹,Khalil Abd El-Hakim²

Affiliation:

1. Associate Professor, Faculty of Engineering, Tanta Univ., Tanta 3111, Egypt; Dept. of Structural Engineering, Faculty of Engineering, Tanta Univ., Seberbay Campus, Tanta 3111, Egypt (corresponding author).

2. Professor of Concrete Structures, Faculty of Engineering, Tanta Univ., Tanta 3111, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000857

Reference20 articles.

1. ACI (American Concrete Institute. (2011). “Building code requirements for structural concrete and commentary.” ACI.318-11 Farmington Hills.

2. Helical reinforcement in the compression zone of concrete beams;Base G. D.;Concr. Constr. Eng.,1962

3. Effectiveness of helical binding in the compression zone of concrete beams;Base G. D.;ACI J. Proc.,1965

4. Use of helixes in reinforced concrete beams;Hadi M. N. S.;ACI Struct. J.,2002

5. Horii H. Matsuoka S. Kabele P. Takeuchi S. Li V. C. and Kanda T. (1998). “On the prediction method for the structural performance of repaired/retrofitted structures.” Proc. Fracture Mechanics of Concrete Structures (FRAMCOS-1) AEDIFICATIO Freiburg Germany 1739–1750.

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