Abstract
A shakedown theorem for elasto-plastic shells undergoing moderate rotations is presented, particularly adapted to situations where perturbations of a permanent mechanical load may induce progressive deterioration. The numerical examples illustrate the importance of the effects of change of geometry during the process.
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References
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© 1995 Springer Science+Business Media Dordrecht
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Gross-Weege, J., Weichert, D. (1995). Shakedown of Shells Undergoing Moderate Rotations. In: Mróz, Z., Weichert, D., Dorosz, S. (eds) Inelastic Behaviour of Structures under Variable Loads. Solid Mechanics and Its Applications, vol 36. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-0271-1_14
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DOI: https://doi.org/10.1007/978-94-011-0271-1_14
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