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Title: NEW PROCEDURE FOR FATIGUE DESIGN OF HIGHWAY BRIDGE GIRDERS
Accession Number: 00265552
Record Type: Component
Availability: Find a library where document is available Abstract: The wide variety of heavy truck traffic and bridge girder weld conditions combined with reported low measured stress levels under random traffic suggests there must currently be inconsistent safety margins against bridge fatigue. This paper discusses a probabilistic load model that forecasts histograms of highway bridge loading and that can be used to predict fatigue life and to properly size girder sections. A reliability of risk approach to choosing safety factors on material and load is also described. The simplified design procedure based on the truck loading model permits cross sections to be designed or checked against fatigue by a simple formula that also includes as parameters truck volume, span length, weld category, and location.
Supplemental Notes: Publication of this paper sponsored by Committee on Dynamics and Field Testing of Bridges. 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 #: 01411378
Authors: Moses, FredGarson, RobertPagination: pp 58-67
Publication Date: 1974
Serial: Conference:
53rd Annual Meeting of the Highway Research Board
Location:
Washington District of Columbia, United States ISBN: 0309023505
Media Type: Digital/other
Features: Figures
(1)
; References
(6)
; Tables
(2)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Highways; Motor Carriers; Safety and Human Factors
Files: TRIS, TRB
Created Date: Feb 11 1975 12:00AM
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