Behavior of Simply Supported and Continuous Concrete Deep Beams Reinforced with GFRP Bars

Author:

Mohamed Ahmed M.1,Mahmoud Karam2ORCID,El-Salakawy Ehab F.3ORCID

Affiliation:

1. M.Sc. Student, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB R3T 5V6, Canada.

2. Beach Rocke Engineering, Winnipeg, MB R2M 3S9, Canada; Dept. of Civil Engineering, Assuit Univ., Assuit 71515, Egypt. ORCID: .

3. Professor of Civil Engineering, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB R3T 5V6, Canada (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. Recent approaches to shear design of structural concrete;ACI-ASCE Committee 445;J. Struct. Eng.,1998

2. Behavior of concrete deep beams reinforced with internal fiber-reinforced polymer-experimental study;Andermatt M. F.;ACI Struct. J.,2013

3. Strength modeling of concrete deep beams reinforced with internal fiber-reinforced polymer;Andermatt M. F.;ACI Struct. J.,2013

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