INVESTIGATION OF HORIZONTALLY CURVED REINFORCED CONCRETE BOX BEAM

THE DESIGN OF HORIZONTALLY CURVED BRIDGE GIRDERS IS COMPLEX, AND SIMPLIFYING ASSUMPTIONS ARE MADE BY DESIGNERS TO FACILITATE ANALYSIS. THE RELIABILITY OF TWO METHODS OF ANALYSIS WAS CHECKED BY PLACING STRAIN GAGES ON LONGITUDINAL REINFORCING STEEL AND STIRRUP REINFORCING STEEL AT SEVERAL CRITICAL LOCATIONS ON A TWO-SPAN CONTINUOUS, CURVED CONCRETE BOX BEAM. IN ADDITION, LOAD CELLS WERE PLACED AT THE THREE REACTION POINTS AND AT SIX LOCATIONS WHERE THE CURVED BEAM SUPPORTS SECONDARY STRUCTURAL MEMBERS. THE TEST RESULTS WERE IN FAIRLY GOOD AGREEMENT WITH VALUES COMPUTED BY THE CURVED-BEAM METHOD OF ANALYSIS. VALUES COMPUTED BY THE STRAIGHT-BEAM METHOD OF ANALYSIS WERE NOT IN AS GOOD AGREEMENT WITH THE TEST RESULTS. /AUTHOR/

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  • Supplemental Notes:
    • Paper sponsored by Committee on 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.
  • Authors:
    • Kim, Jai B
    • Smith, Norman G
    • Close, Ross A
  • Publication Date: 1969

Media Info

  • Media Type: Digital/other
  • Features: Figures; Tables;
  • Pagination: pp 99-112
  • Monograph Title: Bridges
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00209152
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Mar 9 1970 12:00AM