Abstract
A mathematical model is proposed for the stress–strain state of a three-layer (sandwich) structure, taking account of nonlinear deformation of the supporting layers. Nonlinear deformation of a symmetric three-layer cylindrical shell under the action of transverse loads is considered, for different boundary conditions.
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Financial support was provided by the Russian President (grant MK-6112.2018.8).
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Ustarkhanov, O.M., Yusupov, A.K., Muselemov, K.M. et al. Three-Layer Cylindrical Shell with Nonlinear Deformation. Russ. Engin. Res. 39, 95–101 (2019). https://doi.org/10.3103/S1068798X19020266
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DOI: https://doi.org/10.3103/S1068798X19020266