Titlebook: Geometric Method for Stability of Non-Linear Elastic Thin Shells; Jordanka Ivanova,Franco Pastrone Book 2002 Springer Science+Business Med

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Erg?nzungen zur Mathematik für Ingenieureinear thin shells, subjected to static, dynamic, and combined loading. The results presented here should have a wide range of applications in engineering practices due to the widespread use of technologically new thin-walled structures, and the importance of necessary conditions for their stable per

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Grundlagen der Konstruktionstechnik,ptotic solution of the corresponding differential equations of nonlinear stability problems is worth researching due to the wide practical use of shells made from new technological materials (polymers reinforced with glass fibres, etc.). For this purpose an analogue of the variational principle . fo

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Dubbel: Taschenbuch für den Maschinenbauric method. Usually, the experimental data for asymmetrically deformed shells shows that plastic zones first appear in the neighborhood of the deformation ribs .. In Section 3.2 we introduce some assumptions about the distribution of the postcritical elasto-plastic deformation energy, defined on the

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A. Burr,K.-H. Habig,G. Harsch,K. H. Kloosic, load acting permanently and by a suddenly applied short time-duration dynamic impulse. The loading thus applied defines the problem as a dynamic one, due to the action of the dynamic impulse. To clarify the features of the shell response to such a combined load, we shall briefly discuss some the

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Postcritical Deformations of Thin Anisotropic Shells,inear thin shells, subjected to static, dynamic, and combined loading. The results presented here should have a wide range of applications in engineering practices due to the widespread use of technologically new thin-walled structures, and the importance of necessary conditions for their stable per

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