ANALYTICAL AND EXPERIMENTAL BEHAVIOR OF A SIMPLE-SPAN GIRDER BRIDGE

THE BEHAVIOR OF A SIMPLE-SPAN, COMPOSITE GIRDER BRIDGE IS PREDICTED BY THE FINITE-DIFFERENCE METHOD AS USED IN THE SOLUTION OF CONTINUOUS ORTHOTROPIC PLATES ON FLEXIBLE SUPPORTS. THIS METHOD INCORPORATES THE USE OF SEVERAL COMPUTER PROGRAMS. SEVERAL MODIFICATIONS TO THE GIRDER STIFFNESSES AND EFFECTS OF THE PARAPETS ARE EXAMINED, AND EQUIVALENT ORTHOTROPIC PLATE PARAMETERS ARE STUDIED. IN ADDITION TO THE ANALYTICAL STUDY, EXHAUSTIVE FIELD TESTS WERE CONDUCTED ON THE BRIDGE. MANY LONGITUDINAL AND TRANSVERSE TRUCK POSITIONS, IN WHICH THE U. S. BUREAU OF PUBLIC ROADS TEST VEHICLE APPLIED THE STATIC LOAD, WERE USED AND THE EFFECTS WERE RECORDED. THE BRIDGE WAS FULLY INSTRUMENTED WITH BOTH STRAIN AND DEFLECTION GAGES. COMPARISONS MADE BETWEEN THE ANALYTICAL AND EXPERIMENTAL GIRDER STRAINS AND DEFLECTIONS RESULT IN GOOD AGREEMENT. /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:
    • Sartwell, A Donald
    • Heins Jr, Conrad P
    • Looney, Charles T G
  • Publication Date: 1969

Media Info

  • Media Type: Digital/other
  • Features: Figures; References; Tables;
  • Pagination: pp 113-127
  • Monograph Title: Bridges
  • Serial:

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Filing Info

  • Accession Number: 00209153
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Mar 9 1970 12:00AM