Residual Mechanical Response of Recycled Aggregate Concrete after Exposure to Elevated Temperatures

Author:

Sarhat Salah R.1,Sherwood Edward. G.2

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Dr., Ottawa, ON, Canada K1S 5B6 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Dr., Ottawa, ON, Canada K1S 5B6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference27 articles.

1. Reincarnation of concrete;Abou-Zeid M. N.;Concr. Int.,2005

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

3. American Concrete Institute (ACI). (2008b). “Building code requirements for structural concrete commentary.” ACI 318R-08 Farmington Hills MI.

4. ASTM. (2003a). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M-1 West Conshohocken PA.

5. ASTM. (2003b). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496/C496M West Conshohocken PA.

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