LABORATORY EVALUATION OF FULL-SIZE, ELASTOMERIC, BRIDGE BEARING PADS (ABRIDGMENT)
Elastomeric, bridge bearing pads, which were reinforced by layers of steel, fiberglass, or polyester cloth, were evaluated by laboratory testing. Fullsize specimens were loaded in simulated service conditions. Steel and fiberglass reinforcement showed decided superiority.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309024548
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Supplemental Notes:
- Publication of this paper sponsored by Committee on General Structures. 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:
- Crozier, W F
- Stoker, J R
- Martin, V C
- Nordlin, E F
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Conference:
- 54th Annual Meeting of the Transportation Research Board
- Location: Washington District of Columbia
- Date: 1975-1-13 to 1975-1-17
- Publication Date: 1975
Media Info
- Media Type: Print
- Features: Figures; References;
- Pagination: pp 55-58
- Monograph Title: Concrete and Steel Bridges
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Serial:
- Transportation Research Record
- Issue Number: 547
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Bridge bearing pads; Elastomers; Evaluation; Fiberglass; Laboratory tests; Material reinforcement; Polyester resins
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00128548
- Record Type: Publication
- ISBN: 0309024548
- Files: TRIS, TRB
- Created Date: May 14 1976 12:00AM