THEORETICAL ANALYSIS OF LOAD DISTRIBUTION IN PRESTRESSED CONCRETE BOX-BEAM BRIDGES

THIS INVESTIGATION IS A THEORETICAL STUDY OF THE VEHICULAR LOAD DISTRIBUTION IN SPREAD BOX-BEAM BRIDGES. THE BOX-BEAM BRIDGE SUPERSTRUCTURES ARE COMPOSED OF A NUMBER OF PRECAST, PRESTRESSED CONCRETE BOX-BEAMS, EQUALLY SPACED AND SPREAD APART, AND A CAST-IN-PLACE COMPOSITE SLAB. A METHOD OF ANALYSIS IS DEVELOPED FOR BEAM-SLAB BRIDGES, AND IS PARTICULARLY APPLIED TO SPREAD BOX-BEAM BRIDGES. IN THIS METHOD, THE BRIDGE SUPERSTRUCTURE IS REDUCED TO AN ARTICULATED STRUCTURE BY INTRODUCING A SERIES OF BEAM AND PLATE ELEMENTS. THE VALIDITY OF THE THEORETICAL ANALYSIS IS VERIFIED BY COMPARISON WITH THE RESULTS OF FIELD TESTS ON FOUR DIFFERENT SPREAD BOX-BEAM BRIDGES. AN EXTENSIVE STUDY OF ALL THE PARAMETERS INVOLVED IN THE ANALYSIS HAS BEEN MADE. OVER THREE HUNDRED DIFFERENT SPREAD BOX-BEAM BRIDGES ARE ANALYZED UNDER DIFFERENT TYPES OF LOADING IN ORDER TO OBSERVE THE PATTERN OF LIVE-LOAD DISTRIBUTION. BASED UPON THE RESULTS OBTAINED, DESIGN PROCEDURES FOR THE DETERMINATION OF LATERAL LIVE-LOAD DISTRIBUTION ARE DEVELOPED AND RECOMMENDED. /AUTHOR/

  • Supplemental Notes:
    • Report No 315.9, 156 PP, 53 FIG, 29 REF, 2 APP
  • Corporate Authors:

    Lehigh University

    Fritz Engineering Laboratory
    Bethlehem, PA  United States  18015
  • Authors:
    • Motarjemi, D
    • VanHorn, D A
  • Publication Date: 1969-10

Subject/Index Terms

Filing Info

  • Accession Number: 00209122
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Mar 9 1970 12:00AM