FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading

Author:

Bressan John1ORCID,Ghrib Faouzi2ORCID,El Ragaby Amr3ORCID

Affiliation:

1. Postgraduate Student, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Av., Windsor, ON N9B 3P4, Canada. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Av., Windsor, ON N9B 3P4, Canada (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. Wisconsin Platteville, 1 University Plaza, Platteville, WI 53818. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. ACI (American Concrete Institute). 2013. Guide to design and construction of externally bonded fabric-reinforced cementitious matrix (FRCM) systems for repair and strengthening concrete and masonry structures. ACI Committee 549. Farmington Hills, MI: ACI.

2. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets

3. Fatigue and Flexural Behavior of Reinforced-Concrete Beams Strengthened with Fiber-Reinforced Cementitious Matrix

4. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

5. ASTM. 2016. Standard test methods for tension testing of metallic materials. West Conshohocken, PA: ASTM.

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