Behavior of Large-Scale Concrete Columns Wrapped with CFRP and SFRP Sheets-Reference-Cited by-同舟云学术

Behavior of Large-Scale Concrete Columns Wrapped with CFRP and SFRP Sheets

Published:2012-08 Issue:4 Volume:16 Page:430-439
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Abdelrahman Khaled¹,El-Hacha Raafat²

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Calgary, Calgary, Alberta, Canada.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Calgary, Calgary, Alberta, Canada (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000278

Reference29 articles.

1. Abdelrahman K. and El-Hacha R. (2011). “Validation of digital image correlation technique on CFRP and SFRP wrapped cylinders subjected to freeze-thaw environmental exposure.” Proc. 4th Int. Conf. on Durability and Sustainability of Fiber Reinforced Polymer Composites for Construction and Rehabiliation (CDCC 2011) Universite de Sherbrooke Sherbrooke PQ Canada.

2. ASTM. (2002). “Standard test methods and definitions for mechanical testing specimens of steel products.” ASTM 370-02 West Conshohocken PA.

3. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/ D3039M-00 West Conshohocken PA.

4. ASTM. (2010a). “Standard practice for capping cylindrical concrete specimens.” ASTM C617-10 West Conshohocken PA.

5. ASTM. (2010b). “Standard test method of compressive strength of cylindrical concrete specimens.” ASTM C39/C39M-10 West Conshohocken PA.

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