Shear Strength of FRP RC Beams and One-Way Slabs without Stirrups-Reference-Cited by-同舟云学术

Shear Strength of FRP RC Beams and One-Way Slabs without Stirrups

Published:2014-10 Issue:5 Volume:18 Page:04014007
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhang T.¹,Oehlers D. J.²,Visintin P.³

Affiliation:

1. Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Emeritus Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

3. Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (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.1943-5614.0000469

Reference78 articles.

1. AASHTO. (2009). AASHTO-LRFD bridge design guide specifications for GFRP-reinforced concrete bridge decks and traffic railings Washington DC.

2. Shear characteristics of GFRP-reinforced concrete deep beams without web reinforcement

3. Unified Shear Design Equation for Concrete Members Reinforced with Fiber-Reinforced Polymer without Stirrups

4. Alkhrdaji T. Wideman M. Belarbi A. and Nanni A. (2001). “Shear strength of GFRP RC beams and slabs.” Proc. Int. Conf.: Composites in Construction-CCC 2001 Balkema The Netherlands 409–414.

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

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