Nonlinear stability of thin elastic cylinders of different length under global bending

Many thin-walled cylindrical shells are used in structural applications in which the dominant loading condition is global bending. Key examples include chimneys, wind turbine support towers, pipelines, horizontal tanks, tubular piles and silos. The buckling behaviour of these structures in bending i...

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Veröffentlicht in:	International journal of solids and structures 2014-08, Vol.51 (15-16), p.2826-2839
Hauptverfasser:	Rotter, J. Michael, Sadowski, Adam J., Chen, Lei
Format:	Artikel
Sprache:	eng
Schlagworte:	Algebra Bending Bifurcations Buckling Cylinders Cylindrical shells Length effects Linear bifurcation analysis Nonlinear elastic buckling Nonlinearity Ovalisation Tanks Tubes in bending Wind turbines
Online-Zugang:	Volltext
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