Relation between Tensile Strength and Modulus of Rupture for GFRP Reinforcing Bars-Reference-Cited by-同舟云学术

Relation between Tensile Strength and Modulus of Rupture for GFRP Reinforcing Bars

Published:2019-02 Issue:2 Volume:31 Page:04018362
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Arczewska Paulina¹,Polak Maria Anna²,Penlidis Alexander³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave., West Waterloo, ON, Canada N2L 3G1.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave., West Waterloo, ON, Canada N2L 3G1 (corresponding author).

3. Professor, Dept. of Chemical Engineering and Institute for Polymer Research, Univ. of Waterloo, 200 University Ave., West Waterloo, ON, Canada N2L 3G1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002575

Reference13 articles.

1. DETERMINATION OF PROPERTIES AND QUALITY OF GLASS FIBER REINFORCED POLYMER COMPOSITE REINFORCING BARS

2. Application of FRP bars as reinforcement in civil engineering structures

3. Anchorages for FRP reinforcement;Erki M. A.;Concrete Int.,1993

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