• DocumentCode
    1470769
  • Title

    The fatigue strength of welded joints

  • Author

    Jones, Jonathan

  • Author_Institution
    Bethlehem Steel Company, Bethlehem, Pa.; Welding Research Council of the Engineering Foundation
  • Volume
    63
  • Issue
    8
  • fYear
    1944
  • Firstpage
    288
  • Lastpage
    290
  • Abstract
    THE FAILURE of a metal part in service by “fatigue” may be expected if: 1. The stress is not constant, but repeatedly varies in a “cycle” between a lower (minimum) and a greater (maximum) stress; the most severe cycle being that in which minimum and maximum are equal and opposite (full reversal). 2. The greater stress, maximum, is of a sufficient intensity. 3. The cycle is repeated a sufficient number of times, meaning hundreds or thousands or millions according to the severity of items 1 and 2. (For a more complete introduction to the subject see reference 1, which also contains an extended bibliography.)
  • Keywords
    Bridges; Fatigue; Joints; Steel; Stress; Testing; Welding;
  • fLanguage
    English
  • Journal_Title
    Electrical Engineering
  • Publisher
    ieee
  • ISSN
    0095-9197
  • Type

    jour

  • DOI
    10.1109/EE.1944.6440412
  • Filename
    6440412