Abstract
Short-wavelength wrinkles that appear on an initially stretched thin elastic plate under transverse loading are examined. As the degree of loading is increased, wrinkles appear and their structure at the onset of buckling takes on one of three distinct forms depending on the size of the imposed stretching. With relatively little stretching, the wrinkles sit off the rim of the plate at a location which is not known a priori, but which is determined via a set of consistency conditions. These take the form of constraints on the solutions of certain coupled nonlinear differential equations that are solved numerically. As the degree of stretching grows, an asymptotic solution of the consistency conditions is possible, which heralds the structure that governs a second regime. Now the wrinkle sits next to the rim, where its detailed structure can be described by the solution of suitably scaled Airy equations. In each of these first two regimes the Foppl--von Karman bifurcation equations remain coupled, but as the initial stretching becomes stronger the governing equations separate. Further use of singular perturbation arguments allows us to identify the wavelength wrinkle which is likely to be preferred in practice.
Highlights
It is well known that the governing equations for thin rods, plates and shells can be obtained systematically from the general theory of nonlinear elasticity by appealing to suitable asymptotic approximations that exploit the slenderness of such configurations
Kármán (FvK) nonlinear plate equations were originally derived by ad-hoc approximations and represent the result of a particular asymptotic reduction, and have proved to be a versatile choice for describing many interesting phenomena associated with thin elastic films (e.g., [2])
In this article we have endeavoured to provide a detailed description of the short-wavelength wrinkle modes that develop in a uniformly stretched weakly clamped circular plate subjected to a transverse pressure
Summary
It is well known that the governing equations for thin rods, plates and shells can be obtained systematically from the general theory of nonlinear elasticity by appealing to suitable asymptotic approximations that exploit the slenderness of such configurations. Given the form of (11), simple scaling arguments applied to the base-state equations (4) suggest that across the majority of circular plate, where ρ = O(1), we have
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