STATE OF THE ART EXTERNALLY POST-TENSIONED BRIDGES WITH DEVIATORS. INTERIM REPORT
This report is the first in a series outlining a major study of the behavior of post-tensioned concrete box girder bridges with post-tensioning tendons external to the concrete section. It presents an extensive literature review tracing the history and development of the technology connected with the use of external post-tensioning systems for bridges. Many of the references summarized have previously been available only in French or German language versions. The report summarizes the historical development of external post-tensioning, the advantages and disadvantages of external post-tensioning, and highlights the design and construction details for deviators. It presents the general basis for a detailed investigation of deviator design and briefly describes development of a complex testing rig for external tendon deviator tests.
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Supplemental Notes:
- Research study title: Evaluation of Strength and Ductility of Precast Segmental Box Girder Construction with External Tendons.
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Corporate Authors:
University of Texas, Austin
Center for Transportation Research, 3208 Red River Street
Austin, TX United States 78705Texas State Department of Highways & Public Transportation
Transportation Planning Division, P.O. Box 5051
Austin, TX United States 78763Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Powell, L C
- Breen, J E
- KREGER, M E
- Publication Date: 1988-6
Media Info
- Features: Figures; References;
- Pagination: 62 p.
Subject/Index Terms
- TRT Terms: Box girders; Concrete; Construction; Design; Girder bridges; Posttensioning; State of the art studies; Testing
- Uncontrolled Terms: Deviators; External tendons
- Old TRIS Terms: Concrete box girders
- Subject Areas: Bridges and other structures; Construction; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00483829
- Record Type: Publication
- Report/Paper Numbers: FHWA/TX-89+365-1, Res Rept 365-1, CTR 3-5-85/8-365-1
- Contract Numbers: Study 3-5-85/8-365
- Files: TRIS, USDOT, STATEDOT
- Created Date: May 31 1989 12:00AM