• Title of article

    Section slenderness limits of very high strength circular steel tubes in bending

  • Author/Authors

    Jiao، نويسنده , , H. and Zhao، نويسنده , , X.-L.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2004
  • Pages
    15
  • From page
    1257
  • To page
    1271
  • Abstract
    This paper investigates the bending behavior of very high strength (VHS) circular steel tubes. The tested VHS tube has a normal yield stress of 1350 MPa and an ultimate strength of 1500 MPa. A total of 12 specimens, with the normal diameter ranging from 31.8 to 75 mm and the tube thickness between 1.6 and 2.0 mm, were tested. Large bending deflection was achieved for VHS tubes with the diameter to thickness ratio up to 24. Full plastic moment was reached for tubes with the section slenderness of 197 or less. New plastic slenderness limits of 117 and 153 were proposed based on the beam plastic rotation capacity of 4 and 3. A yield slenderness limit of 264 was proposed for VHS tubes.
  • Keywords
    high strength steel , tubes , bending , Buckling , Rotation Capacity
  • Journal title
    Thin-Walled Structures
  • Serial Year
    2004
  • Journal title
    Thin-Walled Structures
  • Record number

    1492003