Stability of the elastica. Maddocks, J. Systems of Nonlinear Partial Differential Equations - Proc. of NATO/London Math. Soc. Advanced Study Institute, Eds. J.M. Ball, Reidel, 1983. abstract bibtex Systems of Nonlinear Partial Differential Equations - Proc. of NATO/London Math. Soc. Advanced Study Institute (1983) Eds. J.M. Ball, Reidel, 311-322 Sorry, no postscript available Abstract This paper describes previously unknown stabilites and instabilities of planar equilibrium configurations of a nonlinearly elastic rod that is buckled under the action of a dead-load. The governing equations are derived from variational principles, including ones of isoperimetric type. Properties of stability are accordingly determined by study of the second variation. Stabilities to deformations both in the plane and out of the plane are considered. Among the newly discovered properties are: secondary bifurcation from the first buckled mode, marked differences between stability to two-dimensional and to three-dimensional variations, and the stabilizing influence of resistance to twist. In the isoperimetric examples, the analysis makes crucial use of a novel device to account for the dependence of the second variation on constraints.
@Article {1,
author = {J.H. Maddocks},
title = {Stability of the elastica},
journal = {Systems of Nonlinear Partial Differential Equations - Proc. of
NATO/London Math. Soc. Advanced Study Institute, Eds. J.M. Ball,
Reidel},
year = {1983},
volume = {},
number = {},
month = {},
pages = {311 - 322},
abstract = {Systems of Nonlinear Partial Differential Equations - Proc. of
NATO/London Math. Soc. Advanced Study Institute (1983) Eds. J.M. Ball,
Reidel, 311-322 Sorry, no postscript available Abstract This paper
describes previously unknown stabilites and instabilities of planar
equilibrium configurations of a nonlinearly elastic rod that is
buckled under the action of a dead-load. The governing equations are
derived from variational principles, including ones of isoperimetric
type. Properties of stability are accordingly determined by study of
the second variation. Stabilities to deformations both in the plane
and out of the plane are considered. Among the newly discovered
properties are: secondary bifurcation from the first buckled mode,
marked differences between stability to two-dimensional and to
three-dimensional variations, and the stabilizing influence of
resistance to twist. In the isoperimetric examples, the analysis makes
crucial use of a novel device to account for the dependence of the
second variation on constraints.},
info = {},
files = {},
links = {},
keywords = {}
}
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