Title of article :
Wrinkling of tubes in bending from finite strain three-dimensional continuum theory
Author/Authors :
Ralf Peek، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2002
Abstract :
The problem of a tube under pure bending is first solved as a generalised plane strain problem. This then provides the
prebifurcation solution, which is uniform along the length of the tube. The onset of wrinkling is then predicted by
introducing buckling modes involving a sinusoidal variation of the displacements along the length of the tube. Both the
prebuckling analysis and the bifurcation check require only a two-dimensional finite element discretisation of the crosssection
with special elements. The formulation does not rely on any of the approximations of a shell theory, or small
strains. The same elements can be used for pure bending and local buckling a prismatic beam of arbitrary cross-section.
Here the flow theory of plasticity with isotropic hardening is used for the prebuckling solution, but the bifurcation
check is based on the incremental moduli of a finite strain deformation theory of plasticity.
For tubes under pure bending, the results for limit point collapse (due to ovalisation) and bifurcation buckling
(wrinkling) are compared to existing analysis and test results, to see whether removing the approximations of a shell
theory and small strains (used in the existing analyses) leads to a better prediction of the experimental results. The small
strain analysis results depend on whether the true or nominal stress–strain curve is used. By comparing small and finite
strain analysis results it is found that the small strain approximation is good if one uses (a) the nominal stress–strain
curve in compression to predict bifurcation buckling (wrinkling), and (b) the true stress–strain curve to calculate the
limit point collapse curvature.
In regard to the shell theory approximations, it is found that the three-dimensional continuum theory predicts slightly
shorter critical wrinkling wavelengths, especially for lower diameter-to-wall-thickness ðD=tÞ ratios. However this difference
is not sufficient to account for the significantly lower wavelengths observed in the tests
Keywords :
bending , Strain , Three-Dimensional
Journal title :
International Journal of Solids and Structures
Journal title :
International Journal of Solids and Structures