Reinforced Concrete Panels Subjected to Uniaxial and Biaxial Tension

Author:

Dawood Nabil1,Marzouk Hesham2

Affiliation:

1. Faculty of Engineering & Applied Science, Memorial University of Newfoundland, Canada.

2. Faculty of Engineering, Architecture and Science Ryerson University, Toronto, Ontario, Canada.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference28 articles.

1. ACI Committee 318 (2005). “Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05).” American Concrete Institute, Farmington Hills, Mich., 126.

2. ACI Committee 363 (1984). “State of the-art report on high-strength concrete.” ACI Structural Journal, 81(4), 364-411.

3. Architectural Institute of Japan, (1985). “Standard for structural calculation of reinforced concrete structures.” Chapter 2, AIJ, 8-11.

4. Alavi-Fard, M. and Marzouk, H. (2002). “Bond behavior of high strength concrete under reversed pull-out cyclic loading.” Canadian Journal of Civil Engineering, 29, 191-200.

5. Beeby, A. W. (1972). “A study of cracking in reinforced concrete members subjected to pure tension.” Technical Report 42.468, Cement and Concrete Association, London.

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