Instabilities in a compressible hyperelastic cylindrical channel due to internal pressure and external constraints
Sumit Mehta, Gangadharan Raju, Shanmugam Kumar, Prashant Saxena

TL;DR
This study investigates how internal pressure causes buckling in soft, hyperelastic cylindrical channels, analyzing the effects of boundary conditions, material properties, and reinforcements on the critical pressure and bifurcation modes.
Contribution
It introduces a detailed incremental theory approach to analyze bifurcation in compressible hyperelastic cylinders under pressure, including effects of boundary conditions and anisotropy.
Findings
Axial bifurcation occurs at lower critical pressure than circumferential.
Boundary conditions significantly influence buckling behavior.
Reinforcements can tailor bifurcation modes.
Abstract
Pressurised cylindrical channels made of soft materials are ubiquitous in biological systems, soft robotics, and metamaterial designs. In this paper, we study large deformation of a long, thick-walled, and compressible hyperelastic cylindrical channel under internal pressure. The applied pressure can lead to elastic bifurcations along the axial or circumferential direction. Incremental theory is used to derive the partial differential equations that govern the bifurcation behaviour of the cylindrical channel. Two cases of boundary conditions on the outer surface of the cylinder, namely, free and constrained are studied to understand their influence on the buckling behaviour. The derived equations are solved numerically using the compound matrix method to evaluate the critical pressure. The effects of the thickness of the cylinder and the compressibility of the material on the critical…
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Taxonomy
TopicsElasticity and Material Modeling · Cellular Mechanics and Interactions · Soft Robotics and Applications
