Design of Concrete Bridge Girders Strengthened with CFRP Laminates: Static Strength, Fatigue Behavior and Reliability

El-Tawil, Sherif; Okeil, Ayman M.; University of Central Florida. Dept. of Civil and Environmental Engineering

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Design of Concrete Bridge Girders Strengthened with CFRP Laminates: Static Strength, Fatigue Behavior and Reliability

2001-07-01
By El-Tawil, Sherif ; Okeil, Ayman M.

English

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Details:

Creators:

El-Tawil, Sherif ; Okeil, Ayman M.

El-Tawil, Sherif ; Okeil, Ayman M. Less -
Corporate Creators:

University of Central Florida. Dept. of Civil and Environmental Engineering
Corporate Contributors:

Florida. Dept. of Transportation
Subject/TRT Terms:

[+]

Bridges Bridges(Structures) Carbon Fiber Reinforced Plastics Carbon Fibers Composite Materials Concrete Structures Fatigue (Mechanics) Fatigue Behavior Girder Bridges Girders Reinforced Concrete Reliability Statis Strength
Resource Type:

Tech Report
Geographical Coverage:

United States ; Florida

United States ; Florida Less -
Edition:

Final Report
Corporate Publisher:

University of Central Florida. College of Engineering and Computer Science
Abstract:

Externally bonded carbon fiber reinforced polymer (CFPR) laminates are a feasible and economical alternative to traditional methods for strengthening and stiffening deficient reinforced concrete and prestressed concrete girders. Extensive research sponsored by Florida State Dept. of Transportation, Gainesville.
Format:

PDF
Funding:

BC-190
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:c99c8c8ad9190334cf0e0bafd266c480bda28b60904b8f111abe0c85f6ef5b1f
Download URL:

https://rosap.ntl.bts.gov/view/dot/40821/dot_40821_DS1.pdf
File Type:

[PDF-1.52 MB]