Bond Strength of Lap-Spliced GFRP Bars in Concrete Beams-Reference-Cited by-同舟云学术

Bond Strength of Lap-Spliced GFRP Bars in Concrete Beams

Published:2013-06 Issue:3 Volume:17 Page:314-323
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Esfahani M. Reza¹,Rakhshanimehr Mehrollah²,Mousavi S. Roohollah³

Affiliation:

1. Professor, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, Mashhad, Iran.

2. Ph.D. Candidate in Structural Engineering, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, Mashhad, Iran.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Sistan and Baluchestan, Zahedan, Iran (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.1943-5614.0000359

Reference18 articles.

1. Stress along tensile lap-spliced fibre reinforced polymer reinforcing bars in concrete

2. Aly R. S. M. (2005). “Experimental and analytical studies on bond behavior of tensile lap spliced FRP reinforcing bars in concrete.” Ph.D. thesis Univ. of Sherbrooke Sherbrooke Quebec QC.

3. American Concrete Institute (ACI) Committee 440. (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI.

4. Experimental study of bond behaviour between concrete and FRP bars using a pull-out test

5. Canadian Standard Association (CSA). (2002). “Design and construction of building components with fiber reinforced polymer.” CAN/CSA S806-02 Rexdale ON.

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