DESIGN YIELD MOMENT OF CONTINOUS CONCRETE DECK SLABS UNDER VEHICULAR LOADING

TO DEVELOP A HERETOFORE UNEXPLORED FRONTIER IN CONCRETE DECK SLAB ANALYSIS UNDER VEHICULAR LOADING, THIS WORK PRESENTS YIELD MECHANISMS AND FORMULATIONS FOR SIMULTANEOUS POSITIVE AND NEGATIVE ULTIMATE MOMENTS IN HIGH-BRIDGE CONTINUOUS CONCRETE DECK SLABS. IT TREATS THE SIMULTANEOUS ACTION OF CONCENTRATED WHEEL LOADS, THEIR IMPACT, AND THE DEAD LOAD OF SLAB. DIFFERENT LOAD FACTORS FOR DYNAMIC AND STATIC LOADINGS ARE INCORPORATED. THE FORMULATIONS COVER THE MOST FREQUENTLY USED CONFIGURATIONS OF RECTANGULAR PANELS AND TAKE INTO ACCOUNT REINFORCEMENT PATTERNS MET IN PRACTICE. /RRL/A/

  • Supplemental Notes:
    • No 23, pp 343-359, 5 FIG, 1 TAB
  • Corporate Authors:

    Intl Symp Concr Bridge Des Proc /Can

    ,    
  • Authors:
    • Li, Shengbo Eben
    • Blackwell, R V
  • Publication Date: 1969

Subject/Index Terms

Filing Info

  • Accession Number: 00208690
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Nov 18 1970 12:00AM