Abstract
AbstractThe post buckling behavior of an axially compressed corefilled circular cylindrical shell is presented. The soft elastic core is represented by the Pasternak foundation model which is a Winkler foundation model with shear interactions. The Ritz energy method is employed to obtain the load‐deformation relationship. The stabilizing effect of soft core on the buckling strength of shell is illustrated.
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Schedule a callMore From: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
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