Abstract
The aim of this present work is to study the higher-order modelling of a cylindrical nano-shell resting on Pasternak’s foundation based on nonlocal elasticity theory. Third-order shear deformation theory is developed for modelling the kinematic relations, and nonlocal elasticity theory is developed for size-dependent analysis. The principle of virtual work is applied to derive static governing equations. The solution is presented for simply supported boundary conditions in terms of various important parameters. The numerical results including lower- and higher-order longitudinal and radial displacements are presented in terms of nonlocal parameter, two parameters of Pasternak’s foundation and some dimensionless geometric parameters such as length-to-radius ratio and length-to-thickness ratio.
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Acknowledgements
This work was financially supported by the University of Kashan (Grant Number: 574613/026). M. Arefi would like to thank the Iranian Nanotechnology Development Committee for their financial support. Second author also would like to thank the Research Center for Interneural Computing of China Medical University of Taiwan.
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MA and OC contributed to study conception and design. MA helped in the acquisition of data, analysis and interpretation of data. MA and OC contributed to drafting of manuscript and critical revision.
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Arefi, M., Civalek, O. Static analysis of functionally graded composite shells on elastic foundations with nonlocal elasticity theory. Archiv.Civ.Mech.Eng 20, 22 (2020). https://doi.org/10.1007/s43452-020-00032-2
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DOI: https://doi.org/10.1007/s43452-020-00032-2