Pendulum Impact Tests on Bridge Deck Sections

Trejo, David; Aguiniga, Francisco; Buth, Eugene C.; James, Ray W.; Keating, Peter B.; Texas Transportation Institute. Texas A&M University

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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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Pendulum Impact Tests on Bridge Deck Sections

2000-12-01
By Trejo, David ; Aguiniga, Francisco ; Buth, Eugene C. ; ...

[PDF-2.84 MB]

English

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Creators:

Trejo, David ; Aguiniga, Francisco ; Buth, Eugene C. ; James, Ray W. ; Keating, Peter B.

Trejo, David ; Aguiniga, Francisco ; Buth, Eugene C. ; James, Ray W. ; Keating, Peter B. Less -
Corporate Creators:

Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas. Dept. of Transportation. Research and Technology Transfer Section ; United States. Department of Transportation. Federal Highway Administration

Texas. Dept. of Transportation. Research and Technology Transfer Section ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Bridge Decks Concrete Fiber Reinforced Plastics Fiber Reinforced Polymers Impact Pendulum Tests Reinforcing Bars Specimens
Publication/ Report Number:

FHWA-0111520-1
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Edition:

August 1999 - April 2000
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Abstract:

Fiber-reinforced polymers (FRP) are being increasingly used in the construction industry. One application is to use FRP bars as reinforcement in concrete. This report presents a study of the behavior of bridge deck overhangs built with FRP bars when subjected to pendulum impact forces. Researchers tested four specimens. Two of the specimens were reinforced with conventional steel bars, and two were reinforced with FRP bars. This report presents a comparison between the results obtained with the two systems.
Format:

PDF
Funding:

9-1520
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:ea44a18ab50f59817a6562550d01277e6d59638159cf8ff7021fbff204d0e67f930a2d26d7c3c9d475ae13fd1cce2266431ba6552b4a1b9f45477abf6b8cf861
Download URL:

https://staging-dot.cdc.gov/view/dot/82922/dot_82922_DS1.pdf
File Type:

No Additional Files

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Pendulum Impact Tests on Bridge Deck Sections

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