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Response of composite sandwich panels with transversely flexible core to low-velocity transverse impact: A new dynamic model
Authors:K. Malekzadeh  M.R. Khalili  R.K. Mittal
Affiliation:1. Department of Mechanical Engineering, Malek Ashtar University of Technology, 4th Kilameter, Makhsous RD, 1387763681 Tehran, Iran;2. Department of Mechanical Engineering, K.N. Toosi University of Technology, Vafadar East Ave, 4th Tehran pars SQ., Tehran, Iran;3. Department of Applied Mechanics, I.I.T. New Delhi 110016, India
Abstract:A new computational procedure based on improved higher order sandwich plate theory (IHSAPT) and two models representing contact behavior between the impactor and the panel are adopted to study the low velocity impact phenomenon of sandwich panels comprising of a transversely flexible core and laminated composite face-sheets. The interaction between the impactor and the panel is modeled with the help of a new system having three-degrees-of-freedom, consisting of spring–mass–damper–dashpot (SMDD) or spring–mass–damper (SMD). The effects of transverse flexibility of the core, and structural damping are considered. The present analysis yields analytic functions describing the history of contact force as well as the deflections of the impactor and the panel in the transverse direction. In order to determine all components of the displacements, stresses and strains in the face-sheets and the core, a numerical procedure based on improved higher order sandwich plate theory (IHSAPT) and Galerkin's method is employed for modeling the layered sandwich panel (without the impactor), while the analytic force function developed on the basis of SMDD or SMD model, can be used for the contact force between the impactor and the panel. The contact force is considered to be distributed uniformly over a contact patch whose size depends on the magnitude of the impact load as well as the elastic properties and geometry of the impactor. Various boundary conditions for the sandwich panel have also been considered. Finally, the numerical results of the analysis have been compared either with the available experimental results or with some theoretical results.
Keywords:Sandwich panel   Core flexibility   Low-velocity transverse impact   Higher-order theory   Structural damping
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