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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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978-1-4613-5590-8Springer Science+Business Media New York 2002
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Appendices,The purpose of this chapter is to present the construction of special isometric transformations forming the definition domain basis of the variational principle . for global shell stability, separately from the main text of the preceding chapters.
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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 performance.
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Instability of Thin Elastic and Elasto-Plastic Orthotropic Shells under Combined Static and Dynamicic, 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 theoretical and experimental studies.
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https://doi.org/10.1007/978-1-4615-1511-1construction; deformation; instability; shells; stability
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