Durability and Failure Modes of Concrete Beams Strengthened with Polyurethane or Epoxy CFRP-Reference-Cited by-同舟云学术

Durability and Failure Modes of Concrete Beams Strengthened with Polyurethane or Epoxy CFRP

Published:2021-06 Issue:3 Volume:25 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Jelawy Haider M.¹,Mackie Kevin R.²^ORCID

Affiliation:

1. Lecturer, Roads and Transport Engineering, Univ. of Al-Qadisiyah, Al-Diwaniyah 58001, Iraq (corresponding author).

2. Professor, Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001132

Reference46 articles.

1. Durability characterization of wet layup graphite/epoxy composites used in external strengthening;Abanilla M. A.;Composites, Part B,2006

2. ACI (American Concrete Institute). 2013. Specification for carbon and glass fiber-reinforced polymer materials made by wet layup for external strengthening. ACI 440.8-13. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-17. Farmington Hills, MI: ACI.

4. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI-318. Farmington Hills, MI: ACI.

5. Al-Jelawy H. 2013. “Experimental and numerical investigations on bond durability of CFRP strengthened concrete members subjected to environmental exposure.” M.S. thesis Univ. of Central Florida.

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