• Title of article

    Flexural–torsional buckling of misaligned axially moving beams. I. Three-dimensional modeling, equilibria, and bifurcations

  • Author/Authors

    Kevin Orloske، نويسنده , , Michael J. Leamy، نويسنده , , Robert G. Parker، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2006
  • Pages
    26
  • From page
    4297
  • To page
    4322
  • Abstract
    The equations of motion for the flexural–flexural–torsional–extensional dynamics of a beam are generalized to the field of axially moving continua by including the effects of translation speed and initial tension. The governing equations are simplified on the basis of physically justifiable assumptions and are shown to reduce to simpler models published in the literature. The resulting nonlinear equations of motion are used to investigate the flexural–torsional buckling of translating continua such as belts and tapes caused by parallel pulley misalignment. The effect of pulley misalignment on the steady motion (equilibrium) solutions and the bifurcation characteristics of the system are investigated numerically. The system undergoes multiple pitchfork bifurcations as misalignment is increased, with out-of-plane equilibria born at each bifurcation. The amount of misalignment to cause buckling and the post-buckled shapes are determined for various translation speeds and ratios of the flexural stiffnesses in the two bending planes. Increasing translation speed decreases the misalignment necessary to cause flexural–torsional buckling. In Part II of the present work, the stability and vibration characteristics of the planar and non-planar equilibria are analyzed.
  • Keywords
    BEAM , Axially moving , Stabililty , Buckling , Flexural-torsional , Bifurcation
  • Journal title
    International Journal of Solids and Structures
  • Serial Year
    2006
  • Journal title
    International Journal of Solids and Structures
  • Record number

    448592