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Title: Subcritical Crack Growth and Fracture of Bridge Steels
Accession Number: 01156626
Record Type: Monograph
Availability: Find a library where document is available Abstract: This report contains the findings of an experimental study with the objective of developing information that will lead to prevention of unstable crack growth in welded steel bridge members. The results describe the fatigue crack growth behavior, corrosion fatigue crack propagation, stress-corrosion cracking, and fracture behavior of five grades of steel commonly used in bridges, under loadings such as occur in highway bridges. The findings from this research should be of value to structural engineers and others involved in the design, construction, and maintenance of steel bridges.
Supplemental Notes: 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. This report was previously entered into the TRIS database with the accession number 00176452. It was inadvertently deleted and is now re-entered with a new accession number.
Report/Paper Numbers: Project 12-14 FY '73
Language: English
Authors: Barsom, J MNovak, S RPagination: 88p
Publication Date: 1977
Serial: ISBN: 0309027551
Media Type: Digital/other
Features: Appendices
(7)
; Figures; Photos; References
(62)
; Tables
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Design; Highways; Maintenance and Preservation; Materials; I24: Design of Bridges and Retaining Walls; I34: Steels and Metals; I60: Maintenance
Files: TRIS, TRB, ATRI
Created Date: May 10 2010 11:40AM
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