Flexural Reliability of CFRP-Strengthened Bridge Girders-Reference-Cited by-同舟云学术

Flexural Reliability of CFRP-Strengthened Bridge Girders

Published:2024-02 Issue:1 Volume:38 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Dardar Safaa¹,Eamon Christopher D.²,Parra-Montesinos Gustavo³

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI.

2. Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI (corresponding author).

3. CK Wang Professor of Structural Engineering, Univ. of Wisconsin, Madison, WI.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4587

Reference27 articles.

1. AASHTO. 2012. Guide specifications for design of bonded FRP systems for repair and strengthening of concrete bridge elements. 1st ed. Washington, DC: AASHTO.

2. AASHTO. 2018. Manual for bridge evaluation. 3rd ed. Washington, DC: AASHTO.

3. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

4. Evaluating the Long-Term Durability of Externally Bonded FRP via Field Assessments

5. Effect of reinforcement corrosion on bond strength

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