• Title of article

    The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip

  • Author/Authors

    Schnabl، نويسنده , , S. and Planinc، نويسنده , , I.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2010
  • Pages
    9
  • From page
    3103
  • To page
    3111
  • Abstract
    This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible.
  • Keywords
    Buckling , stability , Composite column , Reissner beam , analytical solutions , Axial deformation , Critical load , Elasticity , Layers , Boundary conditions , Slip
  • Journal title
    Engineering Structures
  • Serial Year
    2010
  • Journal title
    Engineering Structures
  • Record number

    1645226