MOMENT-DEFORMATION CHARACTERISTICS OF PRETENSIONED CONCRETE BEAMS SUBJECT TO FLUCTUATING LOADS

THE RESULTS OF TESTS ON EIGHT RECTANGULAR PRETENSIONED CONCRETE BEAMS ARE PRESENTED. THE BEAMS REPRESENT UNDER- REINFORCED, OVER-REINFORCED AND BALANCED DESIGN CASES. FIVE BEAMS WERE SUBJECTED TO CYCLIC LOADING; THE REMAINDER WERE SUBJECTED TO STATICALLY INCREASING LOAD UNTIL FAILURE. AN OUTLINE OF AN ANALYTICAL PROCEDURE TO OBTAIN THE ENVELOPE AND UNLOADING AND RELOADING CHARACTERISTICS IS PRESENTED. /PCIJ/

  • Availability:
  • Supplemental Notes:
    • Vol 14, No 4, PP 62-74, 12 FIG, 3 TAB, 9 REF
  • Authors:
    • Paranagama, D D
    • Edwards, A D
  • Publication Date: 1969-8

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Filing Info

  • Accession Number: 00209097
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Nov 11 1994 12:00AM