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Nonlinear free vibration analysis of SSMFG cylindrical shells resting on nonlinear viscoelastic foundation in thermal environment
Institution:1. Institute for Infrastructure and Environment, Heriot–Watt University, Edinburgh EH14 4AS, United Kingdom;2. Creative Engineering and Management Services, Deans Centre Peshawar, Pakistan;3. Department of Mechanical and Industrial Engineering, College of Engineering, Sultan Qaboos University, Oman;4. Maxwell Institute for Mathematical Sciences and Department of Mathematics, Heriot–Watt University, Edinburgh, EH14 4AS, United Kingdom;1. College of Mechanical Engineering, Guangxi University, Nanning, PR China;2. School of Mechanical Engineering, Southeast University, Nanjing, PR China;1. Barcelona Supercomputing Center, 08034 Barcelona, Spain;2. Laboratory of Hydraulic Engineering, Department of Civil Engineering, University of Patras, 26500, Patras, Greece;1. Departamento de Ingeniería de Proyectos, Universidad de Guadalajara, José Guadalupe Zuno No. 48, Zapopan, C.P. 45150, Jalisco, México;2. Departamento de Ingeniería en Redes y Telecomunicaciones, Universidad Politécnica de Juventino Rosas, Hidalgo No. 102, Santa Cruz de Juventino Rosas, Gto., Comunidad de Valencia, C.P. 38253, México;3. School of Biosciences, University of Nottingham, Sutton Bonington Campus, Loughborough, Leicestershire, LE12 5RD, UK;4. GSC & CEIGRAM, ETSIAAB, Universidad Politécnica de Madrid (UPM). Ciudad Universitaria, C.P. 28040, Madrid, España
Abstract:In this paper, a semi-analytical method for the free vibration behavior of spiral stiffened multilayer functionally graded (SSMFG) cylindrical shells under the thermal environment is investigated. The distribution of linear and uniform temperature along the direction of thickness is assumed. The structure is embedded within a generalized nonlinear viscoelastic foundation, which is composed of a two-parameter Winkler-Pasternak foundation augmented by a Kelvin-Voigt viscoelastic model with a nonlinear cubic stiffness. The cylindrical shell has three layers consist of ceramic, FGM, and metal in two cases. In the first model i.e. Ceramic-FGM-Metal (CFM), the exterior layer of the cylindrical shell is rich ceramic while the interior layer is rich metal and the functionally graded material is located between these layers and the material distribution is in reverse order in the second model i.e. Metal-FGM-Ceramic (MFC). The material constitutive of the stiffeners is continuously changed through the thickness. Using the Galerkin method based on the von Kármán equations and the smeared stiffeners technique, the problem of nonlinear vibration has been solved. In order to find the nonlinear vibration responses, the fourth order Runge–Kutta method is utilized. The results show that the different angles of stiffeners and nonlinear elastic foundation parameters have a strong effect on the vibration behaviors of the SSMFG cylindrical shells. Also, the results illustrate that the vibration amplitude and the natural frequency for CFM and MFC shells with the first longitudinal and third transversal modes (m = 1, n = 3) with the stiffeners angle θ = 30°, β = 60° and θ = β = 30° is less than and more than others, respectively.
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