STRESSES IN ORTHOTROPIC DECK OF RIO-NITEROI BRIDGE UNDER TRAFFIC
The six-lane President Costa e Silva Bridge between Rio de Janeiro and Niteroi over Guanabara Bay in Brazil spans the main shipping channel with two parallel three-span continuous steel box girders 848 m (2782 ft) long. The box girders are jointed by an orthotropic steel deck with asphalt surfacing. A thorough field study was conducted of the steel box girders under erection and service load conditions. As part of this investigation, the service life behavior of the orthotropic steel deck was examined. Field studies were carried out on a portion of the orthotropic deck to determine the stress history under a random traffic sample so that the fatigue susceptbility of the welded details could be assessed. The investigation revealed that the orthotropic deck will provide satisfactory service throughout its life. Indications are that certain splices of the trapezoidal deck stiffeners may have the potential for fatigue crack gorwth. Periodic inspection of these splices will provide ample safeguards and ensure that their capacity is not impaired. /Author/
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Steel Bridges. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- Daniels, J H
- Yen, B T
- Fisher, John W
- Publication Date: 1976
Media Info
- Media Type: Print
- Features: Figures; Photos; References;
- Pagination: pp 31-36
- Monograph Title: Bridge design, testing, and evaluation
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Serial:
- Transportation Research Record
- Issue Number: 607
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Box girders; Bridge decks; Bridge superstructures; Cracking; Fatigue (Physiological condition); Field studies; Orthotropic; Service life; Steel structures; Stiffness; Stresses
- Uncontrolled Terms: Bridge spans; Capacity
- Subject Areas: Bridges and other structures; Design; Highways;
Filing Info
- Accession Number: 00157811
- Record Type: Publication
- ISBN: 0309025826
- Files: TRIS, TRB
- Created Date: Sep 28 1977 12:00AM