Flexural Behavior of Concrete Beams Strengthened with Polyurethane-Matrix Carbon-Fiber Composites-Reference-Cited by-同舟云学术

Flexural Behavior of Concrete Beams Strengthened with Polyurethane-Matrix Carbon-Fiber Composites

Published:2020-08 Issue:4 Volume:24 Page:04020027
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, Dept. of Roads and Transport Engineering, University of Al-Qadisiyah, Diwaniyah, Iraq; formerly, Postdoctoral Researcher, Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450 (corresponding author).

2. Professor, Civil, Env., 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.1943-5614.0001033

Reference55 articles.

1. Nonlinear micromechanics-based bond–slip model for FRP/concrete interfaces

2. Al-Jelawy H. 2013. “Experimental and numerical investigations on bond durability of CFRP strengthened concrete members subjected to environmental exposure.” Master’s thesis Dept of Civil Environmental and Construction Engineering Univ. of Central Florida.

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