Wound FRP Shear Reinforcement for Concrete Structures-Reference-Cited by-同舟云学术

Wound FRP Shear Reinforcement for Concrete Structures

Published:2017-10 Issue:5 Volume:21 Page:04017026
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Spadea Saverio¹,Orr John²,Nanni Antonio³,Yang Yuanzhang⁴

Affiliation:

1. Research Fellow, Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath BA2 7AY, U.K.; Fulbright Scholar, Dept. of Architectural, Environmental, and Civil Engineering, Univ. of Miami, Coral Gables, FL 33146 (corresponding author).

2. Assistant Professor, Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath BA2 7AY, U.K.

3. Professor and Chair, Dept. of Architectural, Environmental, and Civil Engineering, Univ. of Miami, Coral Gables, FL 33146.

4. Ph.D. Candidate, Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath BA2 7AY, U.K.

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.1943-5614.0000807

Reference21 articles.

1. Reinforcement corrosion in concrete structures, its monitoring and service life prediction––a review

2. Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0

3. Ascione L. Razaqpur A. G. and Spadea S. (2014). “Effectiveness of FRP stirrups in concrete beams subject to shear.” Proc. 7th Int. Conf. on FRP Composites in Civil Engineering (CICE 2014) International Institute for FRP in Construction Kingston ON Canada.

4. Boden T. A. Marland G. and Andres R. J. (2013). “Global regional and national fossil-fuel CO2 emissions.” Carbon Dioxide Information Analysis Center Oak Ridge National Laboratory U.S. Dept. of Energy Oak Ridge TN.

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

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