FATIGUE STRENGTH OF STEEL PLATES WITH A STUD SHEAR CONNECTOR FOR APPLICATION TO CONTINUOUS COMPOSITE BEAMS

EXISTING TESTS DIRECTED TO THE FATIGUE RESISTANCE OF THE TENSION FLANGE IN REGIONS WHERE THE BEAM PASSES OVER AN INTERIOR SUPPORT AND IS SUBJECTED TO REPEATED NEGATIVE MOMENTS HAVE CERTAIN DEFICIENCIES THAT HAVE BEEN CORRECTED IN THE EXPERIMENTS REPORTED HERE BY USING A NEW TESTING DEVICE THAT MAKES A PULSATING SHEAR FORCE ACT ON A STUD IN THE SAME PHASE A CYCLIC EXTENSION IS APPLIED TO A PLATE. THE EXPERIMENTS WERE CONDUCTED PRIMARILY TO STUDY THE INFLUENCE OF STUD WELDING ON THE FATIGUE RESISTANCE OF A PLATE IN TENSION AND TO OBTAIN INFORMATION ON THE S-N RELATIONSHIP FOR THE PLATE TO WHICH A STUD-TYPE SHEAR CONNECTOR IS ATTACHED, UNDER THE STRESS CONDITION OF TENSION IN THE PLATE AND SHEAR ON THE STUD. SIX MAIN CONCLUSIONS ARE REPORTED.

  • Corporate Authors:

    Intl Assoc Bridge & Struct Eng /Switz

    /Ninth Congress
    ,   United States 
  • Authors:
    • Maeda, Y
    • Kajikawa, Y
  • Publication Date: 1972-5-13

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00209779
  • Record Type: Publication
  • Files: TRIS
  • Created Date: May 15 1973 12:00AM