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The Quarterly Journal of Mechanics and Applied Mathematics 1997 50(3):333-347; doi:10.1093/qjmam/50.3.333
© 1997 by Oxford University Press
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COMPUTER-EXTENDED PERTURBATION SOLUTION FOR THE LARGE DEFLECTION OF A CIRCULAR PLATE. PART II: CENTRAL LOADING WITH CLAMPED EDGE

JINGJUN CAO

( Division of Applied Mechanics, Department of Mechanical Engineering, Stanford University California 94305–4040, USA )

As the second part of an effort to introduce a computer-extended series solution into the field of solid mechanics, von Kīrmīn's nonlinear plate equations are solved for central-point loading of a circular plate by expanding the solution in powers of the maximum deflection Wm to 60 terms. The series solution is analysed using the recent technique of differential approximants together with more conventional methods. Convergence is found to be limited by a non-physical square-root singularity located on the negative axis of Wm2. Mapping that singularity away to infinity extends the radius of convergence to infinity. Extracting the asymptotic solution for extremely large deflection gives the membrane limit which agrees with the closed-form solution.


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