STRESSES IN HANGER PLATES OF SUSPENDED BRIDGE GIRDERS
Hanger plates in suspended span bridges are briefly examined for in-plane bending. The hanger plates are designed as tension members; however, measurements indicate that bending occurs as well. This bending is produced by the relative rotation at the ends of the plate and is caused by the frictional bond between the hanger plate, pin, and girder web assembly. A finite-element model of the hanger plates indicates that a nonuniform stress distribution exists across the width of the plate at the pinhole. The maximum stress concentration factors were calculated to be 4.6 and 1.8 for 6.9 MPa (1 ksi) axial and bending stress, respectively. A fatigue strength analysis was conducted to determine the life of the hanger plates. (Author)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/3090036593
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Supplemental Notes:
- This paper appeared in Transportation Research Record Number 950, Volume 2, Second Bridge Engineering Conference, conducted by the Transportation Research Board and the Federal Highway Administration, September 24-26, 1984. Publication of this paper sponsored by Committee on Steel 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
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Authors:
- Bellenoit, James R
- Yen, Ben T
- Fisher, John W
- Conference:
- Publication Date: 1984
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 20-23
- Monograph Title: Second bridge engineering conference. volumes 1 and 2
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Serial:
- Transportation Research Record
- Issue Number: 950
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Axial loads; Bending; Bonds; Deformation curve; Fatigue strength; Finite element method; Flexural strength; Friction; Girders; Plates (Engineering); Rotation; Stresses; Structural supports; Suspended structures; Webbing
- Uncontrolled Terms: Axial stress; Hangers; Plates
- Old TRIS Terms: Finite elements
- Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; Materials; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00390810
- Record Type: Publication
- ISBN: 03090036593
- Files: TRIS, TRB
- Created Date: Dec 30 1984 12:00AM