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Civil-Comp Conferences
ISSN 2753-3239 CCC: 6
PROCEEDINGS OF THE SEVENTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: P. Ivanyi, J. Kruis and B.H.V. Topping
Paper 9.5
Bifurcation of compressible elastic cylinders under internal pressure and axial loading S. Parikh1 and M. Latorre2
1Department of Biomedical Engineering
Maastricht University, Maastricht, The Netherlands
S. Parikh, M. Latorre, "Bifurcation of compressible elastic cylinders under internal pressure and axial loading", in P. Ivanyi, J. Kruis, B.H.V. Topping, (Editors), "Proceedings of the Seventeenth International Conference on
Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 6, Paper 9.5, 2023, doi:10.4203/ccc.6.9.5
Keywords: compressible materials, bifurcation analysis, cylindrical membrane
.
Abstract
A theoretical formulation for the bifurcation of pressurized and axially stretched thinwalled
cylinders obeying compressible hyperelastic material law is derived. Analytical
solutions are provided for three bifurcation conditions, namely prismatic, symmetric,
and composite. Validation of the formulation in the incompressible limit is
performed by limiting the bulk modulus towards incompressibility and comparing it
against bifurcation analysis for incompressible materials analyzed in previous studies.
Analytical solutions are obtained for two strain energy functions. Finite element simulations
are performed for validating numerically the analytical results for compressible
behavior. A stabilizing effect in the critical values of deformation is observed with an
increase in the compressibility of the material.
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