Strengthening Reinforced Concrete Beams by Using Different Types and Methods of Fiber-Reinforced Polymers: A Critical Review

Author:

Bahij Sifatullah1,Omary Safiullah2ORCID,Steiner Vincent3,Feugeas Francoise4,Faqiri Amanullah5

Affiliation:

1. Ph.D. Candidate and Researcher, Unité Mixte de Recherche Centre National de la Recherche Scientifique 7357, Institut National des Sciences Appliquées Strasbourg, Univ. of Strasbourg, 24 Bld. de la Victoire, Strasbourg 67084, France; Lecturer, Dept. of Civil and Industrial Construction, Kabul Polytechnic Univ., Kart-e-Mamorin, 5th District, Kabul 1010, Afghanistan.

2. Associate Professor, Unité Mixte de Recherche, Centre National de la Recherche Scientifique 7357, Institut National des Sciences Appliquées Strasbourg, Univ. of Strasbourg, 24 Bld. de la Victoire, Strasbourg 67084, France (corresponding author). ORCID: .

3. Associate Professor, Unité Mixte de Recherche, Centre National de la Recherche Scientifique 7357, Institut National des Sciences Appliquées Strasbourg, Univ. of Strasbourg, 24 Bld. de la Victoire, Strasbourg 67084, France.

4. Professor, Unité Mixte de Recherche, Centre National de la Recherche Scientifique 7357, Institut National des Sciences Appliquées Strasbourg, Univ. of Strasbourg, 24 Bld. de la Victoire, Strasbourg 67084, France.

5. Professor, Dept. of Civil and Industrial Construction, Kabul Polytechnic Univ., Kart-e-Mamorin, 5th District, Kabul 1010, Afghanistan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference95 articles.

1. Flexural strengthening of preloaded reinforced concrete continuous beams: An experimental investigation;Adel A.;Alexandria Eng. J.,2018

2. Adhikari S. 2009. “Mechanical properties and flexural applications of basalt.” Ph.D. thesis Dept. of Civil Engineering Univ. of Akron.

3. CFRP shear strengthening of reinforced concrete beams in zones of combined shear and normal stresses;Akroush N.;Compos. Struct.,2016

4. Torsional strengthening of RC beams using NSM CFRP rope and innovative adhesives

5. Experimental investigation into the use of NSM FRP to increase the torsional resistance of RC beams using epoxy resins and cement-based adhesives

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