Abstract
Axisymmetric contact problem about bending of a plate lying on inhomogeneous foundation with complicated structure is considered. The plate is bent under the action of distributed load and elastic response from a foundation. The foundation consists of elastic inhomogeneous soft interlayer and elastic homogeneous half-space. Lamé parameters of interlayer vary with depth by arbitrary law. Both continuously inhomogeneous and stratified interlayers are considered. Also case when layer is significantly softer than an underlying half-space is considered. Bilateral asymptotic method was used to construct an analytical solution of the problem. Analytical expressions for contact stresses and deflection of the plate are provided. The obtained solution is bilaterally asymptotically exact both for large and small ratio of layer thickness to plate radius. Both flexible and stiff plates can be modeled. Numerical results are given which shows that found approximations for kernel transform of integral equation of the problem allow us to construct analytical solution that is effective in the whole range of values of inhomogeneous layer thickness and plate stiffness.
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Acknowledgments
The authors acknowledge the support of the Ministry of Education and Science of Russia (State Contract No. 11.519.11.3028 and Agreement No. 14.B37.21.1131) and the Russian Foundation for Basic Research (Nos. 13-07-00954-a, 12-07-00639-a). Dr. Vasiliev A. S. thanks the Southern Federal University for financial support in fulfillment of this research.
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Volkov, S.S., Vasiliev, A.S. (2014). Mathematical Modeling of Interaction of a Circular Plate with an Elastic Inhomogeneous Layer. In: Chang, SH., Parinov, I., Topolov, V. (eds) Advanced Materials. Springer Proceedings in Physics, vol 152. Springer, Cham. https://doi.org/10.1007/978-3-319-03749-3_18
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DOI: https://doi.org/10.1007/978-3-319-03749-3_18
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