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
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
Journal title :
International Journal of Solids and Structures