New Anchorage Technique for FRP Shear-Strengthened RC T-Beams Using CFRP Rope

Author:

El-Saikaly Georges1,Godat Ahmed2,Chaallal Omar3

Affiliation:

1. Ph.D. Candidate, Dept. of Construction Engineering, Université de Québec, École de Technologie Supérieure, Montreal, QC, Canada H3C 1K3 (corresponding author).

2. Research Associate, Dept. of Construction Engineering, Université de Québec, École de Technologie Supérieure, Montreal, QC, Canada H3C 1K3.

3. Professor, Dept. of Construction Engineering, Université de Québec, École de Technologie Supérieure, Montreal, QC, Canada H3C 1K3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference19 articles.

1. Shear strengthening reinforced concrete beams with fiber-reinforced polymer: Assessment of influencing parameters and required research;Bousselham A.;ACI Struct. J.,2004

2. Canadian Standards Association (CSA). (2006). “Canadian highway bridge design code.” CAN/CSA-S06 Mississauga ON Canada.

3. Canadian Standards Association (CSA). (2012). “Design and construction of building structures with fiber-reinforced polymers.” CSA/S806-12 CAN/CSA Canadian Standards Association Rexdale ON Canada.

4. Deniaud C. (2000). “Behaviour of reinforced concrete beams strengthened in shear with FRP sheets.” Doctoral thesis Univ. of Alberta Edmonton AB Canada.

5. Precracked reinforced concrete T-beams repaired in shear with bonded carbon fiber-reinforced polymer sheets;Dirar S.;ACI Struct. J.,2012

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