Behavior of Rectangular Columns Constructed with SCC and Steel Fibers

Author:

Aoude Hassan1,Hosinieh Milad Mohammadi2,Cook William D.3,Mitchell Denis4

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N6N5 (corresponding author).

2. Master’s Candidate, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada.

3. Researcher, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montréal, QC, Canada.

4. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montréal, QC, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

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

2. Behavior of columns constructed with fibers and self-consolidating concrete;Aoude H.;ACI Struct. J.,2009

3. ASTM. (2010). “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading).” C1609/C1609M-10 West Conshohocken PA.

4. ASTM. (2012). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M-12a West Conshohocken PA.

5. Bullo S. Di Marco R. and Giacomin V. (2009). “Behavior of confined self compacting concrete columns.” Proc. 34th Conf. on Our World in Concrete & Structures CI-Premier Singapore 8.

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