Post Buckling Behavior of Elastic Tubes and Rings with Opposite Sides in Contact
- 1 December 1972
- journal article
- Published by Society for Industrial & Applied Mathematics (SIAM) in SIAM Journal on Applied Mathematics
- Vol. 23 (4) , 446-455
- https://doi.org/10.1137/0123047
Abstract
An elastic tube of circular cross section or an elastic ring can buckle if p, the outside pressure minus the inside pressure, exceeds the buckling pressure $p_{b2} $. As p increases above $p_{b2} $ the cross section becomes somewhat elliptical. Ultimately opposite sides touch at one point at the contact pressure $p_{c2} $ . As p increases above $p_{c2} $ the curvature of the cross section at the points of contact decreases until it becomes zero at $p_{02} $. For $p> p_{02}$ contact occurs along a straight-line segment which increases in length as p increases. The pressures $p_{b2} $, $p_{c2} $ and $p_{02} $ are determined numerically, and the shape of the cross section is found for various values of p. Graphs of the results are shown. Above $p_{b2} $ a similarity solution is found. Analogous results are obtained for the nth buckling mode, $n > 2$. The flux of an incompressible viscous fluid through the buckled tube is also determined as a function of p. The results may be applicable to the collapse of vei...
Keywords
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