Inelastic Behaviour of Plates and Shells 1986
DOI: 10.1007/978-3-642-82776-1_4
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Analysis of Large Plastic Deformations in Shell Structures

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Cited by 6 publications
(4 citation statements)
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“…Here we modify the approximate analysis of Calladine (1986) for the inversion of a spherical shell under a point central load to the case of a conical frustum compressed between two frictionless rigid platens. The conical frustum is made from a rigid, ideally plastic solid of yield strength Y , and uniform wall thickness t.…”
Section: Travelling Hinge Modelmentioning
confidence: 99%
“…Here we modify the approximate analysis of Calladine (1986) for the inversion of a spherical shell under a point central load to the case of a conical frustum compressed between two frictionless rigid platens. The conical frustum is made from a rigid, ideally plastic solid of yield strength Y , and uniform wall thickness t.…”
Section: Travelling Hinge Modelmentioning
confidence: 99%
“…An additional postulate introduced is that the actual rolling radius adjusts itself so as to minimize the wedge force. It should be mentioned that a similar postulate has been used by many authors in solving the plastic tube inversion problem (see for example [18] and [19]). The analytical minimum of the right hand side of (34) with respect to R does exist and the solution of the equation…”
Section: Closed-form Solutionmentioning
confidence: 99%
“…Energy absorbing structure is an integral part of any vehicles to reduce the risk of high loads generated during an impact event. Thin-walled structures have been widely used as energy absorbers due to their excellent performance under dynamic and impact forces [1][2][3][4][5][6]. The energy absorption performance of thin-walled structures with different cross-sections and configurations such as square [7,8], circular [9,10], bi-tubal [11], pentagon [12], tapered [13,14], sandwich [15,16], honeycomb [17][18][19][20], windowed [21][22][23][24], multi-cell and nested [25][26][27][28][29] has been extensively studied in literature.…”
Section: Introductionmentioning
confidence: 99%