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Title: BEHAVIOR OF PRESTRESSED AASHTO GIRDERS UNDER STATIC LOADING
Accession Number: 00637832
Record Type: Component
Availability: Find a library where document is available Abstract: Recently FHWA restricted the use of certain sizes of seven-wire prestressing strand in the fabrication of highway bridge beams. The research reported is the result of the prestressing industry's interest in evaluating the effects of development length and transfer length on the behavior of AASHTO Type I beams. Additionally, variations in transfer and development length were investigated for different diameters of reinforcing and different wire manufacturers. Twenty-two full-scale AASHTO Type I beams were static-tested to failure; the results of these tests are reported. Factors that affect both transfer and development length are evaluated and discussed. The computed and measured moment capacities are compared, and reasons for variations are evaluated. Three distinct failure modes were observed, depending on the location of the load in relation to the development length of the prestressing strand. The relationship between failure modes and the ultimate moment capacity is evaluated.
Supplemental Notes: This paper appears in Transportation Research Record No. 1393, 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
Monograph Title: Monograph Accession #: 01403235
Language: English
Authors: Deatherage, J HaroldChew, Chong KeyBurdette, Edwin GPagination: p. 146-153
Publication Date: 1993
Serial: ISBN: 0309054664
Features: Figures
(8)
; References
(7)
; Tables
(5)
TRT Terms: Identifier Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Design; Finance; Highways; I24: Design of Bridges and Retaining Walls
Files: TRIS, TRB, ATRI
Created Date: Oct 15 1993 12:00AM
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