Does the Use of FRP Reinforcement Change the One-Way Shear Behavior of Reinforced Concrete Slabs?-Reference-Cited by-同舟云学术

Does the Use of FRP Reinforcement Change the One-Way Shear Behavior of Reinforced Concrete Slabs?

Published:2008-04 Issue:2 Volume:12 Page:125-133
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hoult N. A.¹²³⁴,Sherwood E. G.¹²³⁴,Bentz E. C.¹²³⁴,Collins M. P.¹²³⁴

Affiliation:

1. Research Associate, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge, UK CB2 1PZ. E-mail: neil.hoult@gmail.com

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Drive, Ottawa, ON, Canada K1S 5B6. E-mail: Ted_Sherwood@carleton.ca

3. Associate Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON Canada M5S 1A4. E-mail: bentz@ecf.utoronto.ca

4. Univ. Professor and Bahen-Tanenbaum Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto ON, Canada M5S 1A4. E-mail: mpc@civ.utoronto.ca

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%282008%2912%3A2%28125%29

Reference33 articles.

1. Shear strength of members without transverse reinforcement

2. Alkhrdaji T. Wideman M. Belarbi A. and Nanni A. (2001). “Shear strength of RC beams and slabs.” Proc. Composites in Construction J. Figueiras L. Juvandes and R. Faria eds. Balkema Lisse The Netherlands 409–414.

3. Flexural and shear capacities of concrete beams reinforced with GFRP bars

4. Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete

5. The simplified MCFT for calculating the shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

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