Hostname: page-component-78c5997874-fbnjt Total loading time: 0 Render date: 2024-11-19T07:10:48.205Z Has data issue: false hasContentIssue false

Asymptotic shapes of inflated noncircular elastic rings

Published online by Cambridge University Press:  24 October 2008

Stuart S. Antman
Affiliation:
Department of Mathematics, University of Maryland, College Park, MD 20742, U.S.A.
M. Carme Calderer
Affiliation:
Department of Mathematics, Oregon State University, Corvallis, OR 97331, U.S.A.

Extract

In this paper we study the asymptotic behaviour of large deformations of nonlinearly elastic, noncircular rings under internal hydrostatic pressure. These rings can undergo flexure, extension, and shear. Their governing equations are the same as those for the inflation of cylindrical shells.

Type
Research Article
Copyright
Copyright © Cambridge Philosophical Society 1985

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

[1]Alexander, J. C. and Antman, S. S.. Global behavior of solutions of nonlinear equations depending on infinite-dimensional parameters. Indiana Univ. Math. J. 32 (1983), 3962.CrossRefGoogle Scholar
[2]Alexander, J. C. and Yorke, J. A.. The implicit function theorem and global methods of cohomology. J. Fund. Anal. 21 (1976), 330339.CrossRefGoogle Scholar
[3]Antman, S. S.. Ordinary differential equations of one-dimensional nonlinear elasticity. I. Foundations of the theories of nonlinearly elastic rods and shells. Arch. Rational Mech. Anal. 61 (1976), 307351.CrossRefGoogle Scholar
[4]Antman, S. S.. Multiple equilibrium states of nonlinearly elastic strings. SIAM J. Appl. Math. 37 (1979), 588604.CrossRefGoogle Scholar
[5]Antman, S. S.. Material constraints in continuum mechanics. Atti Accad. Naz. Lincei Rend., Cl. Sci. Fis. Nat. Ser. VII, 70 (1982), 256264.Google Scholar
[6]Antman, S. S. and Dunn, J. E.. Qualitative behavior of buckled nonlinearly elastic arches. J. Elasticity, 10 (1980), 225239.CrossRefGoogle Scholar
[7]Antman, S. S. and Kenney, C. S.. Large buckled states of nonlinearly elastic rods under torsion, thrust, and gravity. Arch. Rational Mech. Anal. 76 (1981), 289338.CrossRefGoogle Scholar
[8]Flaherty, J. E. and O'Malley, R. E. Jr Singularly perturbed boundary value problems for nonlinear systems, including a challenging problem for a nonlinear beam. In Theory and Applications of Singular Perturbations, ed. by Eckhaus, W. and de Jager, E. M.. Lecture Notes in Math. vol. 942 (Springer-Verlag, 1982), 170191.CrossRefGoogle Scholar
[9]Isaacson, E.. The shape of a balloon. Comm. Pure Appl. Math. 18 (1965), 163166.CrossRefGoogle Scholar
[10]Vainberg, M. M. and Trenogin, V. A.. The Theory of Solution Branching of Nonlinear Equations. Nauka, English transl. (1974) Noordhoff, Leyden.Google Scholar
[11]M, A.. A. van der Heijden. On the influence of the bending stiffness in cable analysis. Koninkl. Nederl. Akad. v. Wetensch. B76 (1973), 217229.Google Scholar