Abstract
The domain of application of classical models to problems of bending of plate stacks is studied by a specific example. The cylindrical bending of a stack of two transversally isotropic plates is considered. The regions of adhesion, slippage, and separation of the plates are taken into account.
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References
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Additional information
Institute of Applied Problems of Mechanics and Mathematics, Ivano-Frankovsk Division, National Academy of Sciences of Ukraine, Ivano-Frankovsk. Translated from Prikladnaya Mekhanika, Vol. 36, No. 3, pp. 101–107.
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Zubko, V.I. Examination of passages to the limit in the problem of bending of a two-plate stack. Int Appl Mech 36, 377–383 (2000). https://doi.org/10.1007/BF02681921
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DOI: https://doi.org/10.1007/BF02681921