Effect of confining stirrups and bar gap in improving bond behavior of glass fiber reinforced polymer (GFRP) bar lap splices in RC beams

Author:

Abbas Husain,Elsanadedy Hussein,Alaoud Louai,Almusallam Tarek,Al-Salloum Yousef

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. Effect of harsh environmental conditions on the tensile properties of GFRP bars;Al-Salloum;Compos. B Eng.,2013

2. ACI Committee 440, Guide for the Design and Construction of structural concrete reinforced with Fiber Reinforced Polymer (FRP) bars (ACI 440.1 R-15), American Concrete Institute, Farmington Hills, MI, 2015.

3. Experimental performances of RC beams strengthened with FRP materials;Ceroni;Constr. Build. Mater.,2010

4. Bond strength of glass FRP rebar splices in beams under static loading;Tighiouart;Constr. Build. Mater.,1999

5. G.P. Sepeda, Tension lap splice lengths of carbon fiber reinforced polymer bars, 2002.

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