1982
DOI: 10.1243/03093247v174229
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Crushing analysis of rotationally symmetric plastic shells

Abstract: The crushing analysis of rotationally symmetric plastic shells undergoing very large deflections is presented. A general methodology is developed and simple closed-form solutions are derived for the case of a conical shell, a spherical shell under point load, a spherical shell crushed between rigid plates and under boss loading, and a spherical cap under external uniform pressure.

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Cited by 75 publications
(25 citation statements)
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“…In many engineering applications, such as in metallic structures, the effect of plasticity, which begins to play a role at small strains, is an essential ingredient to consider. There have been a number of studies on the buckling of spherical shells under indentation that include the effects of plasticity [54,66,56,52]. Similar to what is seen in elastic shells as in our study, deformation localizes and s-cones form.…”
Section: Future Work and Potential Applicationssupporting
confidence: 75%
“…In many engineering applications, such as in metallic structures, the effect of plasticity, which begins to play a role at small strains, is an essential ingredient to consider. There have been a number of studies on the buckling of spherical shells under indentation that include the effects of plasticity [54,66,56,52]. Similar to what is seen in elastic shells as in our study, deformation localizes and s-cones form.…”
Section: Future Work and Potential Applicationssupporting
confidence: 75%
“…Updike [8] investigated large compression deformation of a rigid-plastic spherical shell and proposed an analytical model relating the crushing force to the deformation. De Oliveira and Wierzbicki [9] derived closed form solutions for conical and spherical shells subjected to point and boss loading. The solutions were reported valid until the crush distance reached the spherical shell radius.…”
Section: Introductionmentioning
confidence: 99%
“…In order to ascertain confidence in the model development, results from the elastic-plastic (EP) finite element (FE) model are compared with a closed-form solution for the plastic collapse of a rigid-plastic ellipsoidal shell subjected to a concentrated load applied at the center [15]. Figure 6 compares the closed-form (analytical) solution with finite element results using ABAQUS for AAR M-115 tank car steel.…”
Section: Figmentioning
confidence: 99%