ULTIMATE DESIGN OF PRESTRESSED CONCRETE BEAMS
A METHOD IS PRESTENED BY WHICH PRESTRESSED CONCRETE BEAMS CAN BE DESIGNED ON THE BASIS OF STRENGTH AND DUCTILITY. THE REQUIREMENTS OF STRENGTH AND DUCTILITY ARE DEVELOPED IN A GENERAL FORM AND THEIR INFLUENCE ON THE DIMENSIONS OF THE BEAM IS STUDIED. THE INFLUENCE OF COMPRESSION STEEL ON DUCTILITY AND THE REQUIRED AREA OF THE BEAM IS PRESENTED. NUMERICAL EXAMPLES ARE INCLUDED TO SHOW THE PRACTICAL APPLICATION OF THE METHOD IN DESIGN. /AUTHOR/
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Supplemental Notes:
- Paper sponsored by Committee on Concrete Superstructures and presented at the 45th Annual Meeting. 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:
- Khachaturian, Narbey
- Gurfinkel, German
- Publication Date: 1966
Media Info
- Media Type: Digital/other
- Features: Figures; Tables;
- Pagination: pp 140-156
- Monograph Title: Bridges and structures
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Serial:
- Highway Research Record
- Issue Number: 147
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Beams; Design; Ductility; Numerical analysis; Prestressed concrete; Prestressing; Steel; Strength of materials; Structural supports
- Uncontrolled Terms: Compression members
- Subject Areas: Bridges and other structures; Design; Highways;
Filing Info
- Accession Number: 00208233
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Dec 12 1994 12:00AM