Flexural Load Testing of Concrete-Filled FRP Tubes with Longitudinal Steel and FRP Rebar-Reference-Cited by-同舟云学术

Flexural Load Testing of Concrete-Filled FRP Tubes with Longitudinal Steel and FRP Rebar

Published:2006-04 Issue:2 Volume:10 Page:161-171
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Cole Britton¹²,Fam Amir¹²

Affiliation:

1. Dept. of Civil Engineering, Queen’s Univ., Kingston ON, Canada K7L 3N6; formerly, Graduate Student.

2. Assistant Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (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%291090-0268%282006%2910%3A2%28161%29

Reference17 articles.

1. American Concrete Institute (ACI Committee 318). (1999). “Building code requirements for reinforced concrete and commentary.” ACI 318M-99/ACI 318RM-99 Detroit.

2. American Society for Testing and Materials (ASTM). (1995). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M-95a Philadelphia.

3. American Society for Testing and Materials (ASTM). (1996). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39-96 Philadelphia.

4. American Society for Testing and Materials (ASTM). (2003). “Test methods and definitions for mechanical testing of steel products.” ASTM A370–03a Philadelphia.

5. Burgueno R. Davol A. and Seible F. (1998). “The carbon shell system for modular bridge components.” Proc. 2nd Int. Conf. on Composites in Infrastructure (ICCI’98) Tucson Ariz. 341–354.

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