CREEP AND SHRINKAGE IN COMPOSITE CABLE-STAYED BRIDGES
The application of strict controls on the creep and shrinkage exhibited by the roadway deck concrete of composite cable-stayed bridges is of primary importance. Precast deck panels from concrete specifically designed for minimized creep and shrinkage effects, carefully cured and matured are almost exclusively used in these structures. Such concrete shows a reduced long-term modular ratio which is quite different from that recommended by AASHTO for the design of composite girders. The provisions of ACI 209 can be used for the prediction of the creep and shrinkage effects of concrete. Creep tests are important for consideration of the specific material, project and site data.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309050677
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1290, Third Bridge Engineering Conference, March 10-13, 1991, Denver, Colorado, Volume 2. 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:
- Arzoumanidis, S G
- Burg, R G
- Schmid, J
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Conference:
- Bridge Engineering Conference, 3rd, 1991, Denver, Colorado, USA
- Location: Denver Colorado, United States
- Date: 1991-93-10 to 1991-3-13
- Publication Date: 1991
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 20-27
- Monograph Title: Third Bridge Engineering Conference: Papers Presented at the Third Bridge Engineering Conference, March 10-13, 1991, Denver, Colorado
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Serial:
- Transportation Research Record
- Issue Number: 1290
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Bridge decks; Cable stayed bridges; Composite materials; Concrete; Creep; Forecasting; Girders; Modulus of elasticity; Precast concrete; Shrinkage
- Uncontrolled Terms: Modular ratio
- Old TRIS Terms: Composite girders
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00611710
- Record Type: Publication
- ISBN: 0309050677
- Files: TRIS, TRB, ATRI
- Created Date: Aug 31 1991 12:00AM