Title of article :
Yield anisotropy effects on buckling of circular tubes under bending
Author/Authors :
E. Corona، نويسنده , , L.-H. Lee، نويسنده , , S. Kyriakides ، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2006
Abstract :
Relatively thin-walled tubes bent into the plastic range buckle by axial wrinkling. The wrinkles initially grow stably but
eventually localize and cause catastrophic failure in the form of sharp local kinking. The onset of axial wrinkling was previously
established by bifurcation analyses that use instantaneous deformation theory moduli. The curvatures at bifurcation
were predicted accurately, but the wrinkle wavelengths were consistently longer than measured values. The subject is
revisited with the aim of resolving this discrepancy. A set of new bending experiments is conducted on aluminum alloy
tubes. The results are shown to be in line with previous ones. However, the tubes used were found to exhibit plastic anisotropy,
which was measured and characterized through Hill’s quadratic anisotropic yield function. The anisotropy was
incorporated in the flow theory used for prebuckling and postbuckling calculations as well as in the deformation theory
used for bifurcation checks. With the anisotropy accounted for, calculated tube responses are found to be in excellent
agreement with the measured ones while the predicted bifurcation curvatures and wrinkle wavelengths fall in line with
the measurements also. The postbuckling response is established using a finite element model of a tube assigned an initial
axisymmetric imperfection with the calculated wavelength. The response develops a limit moment that is followed by a
sharp kink that grows while the overall moment drops. The curvature at the limit moment agrees well with the experimental
onset of failure. From parametric studies of the various instabilities it is concluded that, for optimum predictions,
anisotropy must be incorporated in both bifurcation buckling as well as in postbuckling calculations.
Keywords :
Tubes , Plasticity , Bending , Anisotropy , Collapse , Buckling
Journal title :
International Journal of Solids and Structures
Journal title :
International Journal of Solids and Structures