2019
DOI: 10.1007/s00419-019-01579-0
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Free vibration analysis of metal foam core sandwich beams on elastic foundation using Chebyshev collocation method

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Cited by 63 publications
(11 citation statements)
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“…For instance, Garg, et al [6,7] analyzed the static and dynamic behavior of a sandwich plate and a sandwich beam composed of a functionally graded (FG) metal foam core and two face sheets by taking into account three different porosity patterns. In another attempt, Wang and Zhao [8] employed Chebyshev collocation technique in order to examine the free vibration responses of a sandwich beam containing three various types of metal foam core. Yaghoobi and Taheri [9] performed buckling analysis on a sandwich plate with a GPL-reinforced metal foam core and two metal faces surrounding this core with the aid of higher-order shear deformation theory and Navier's solution method.…”
Section: Introductionmentioning
confidence: 99%
“…For instance, Garg, et al [6,7] analyzed the static and dynamic behavior of a sandwich plate and a sandwich beam composed of a functionally graded (FG) metal foam core and two face sheets by taking into account three different porosity patterns. In another attempt, Wang and Zhao [8] employed Chebyshev collocation technique in order to examine the free vibration responses of a sandwich beam containing three various types of metal foam core. Yaghoobi and Taheri [9] performed buckling analysis on a sandwich plate with a GPL-reinforced metal foam core and two metal faces surrounding this core with the aid of higher-order shear deformation theory and Navier's solution method.…”
Section: Introductionmentioning
confidence: 99%
“…The Chebyshev collocation approach was adopted by Tossapanon and Wattanasakulpong 19 to present the significance of the stiffness of elastic support on natural frequencies and buckling loads of functionally graded sandwich beams. Using this method, Wang and Zhao 20 determined free oscillation characteristics of metal foam sandwich beams resting on the Winkler-Pasternak spring. Mouhat and Abdellatif 21 employed a nonlinear finite element model to study the dynamic buckling of panels stiffened along the longitudinal direction under static and dynamic compressive loads.…”
Section: Introductionmentioning
confidence: 99%
“…Ton et al 26 employed Chebyshev polynomials to determine vibration responses of FG curved panels (flat and curved) with GPLs reinforcement using a novel 4-nodded quadrilateral element (i.e., SQ4P). Moreover, several remarkable studies also performed by Wang et al [27][28][29][30][31][32] and Amirabadi et al [33][34][35] to accomplish the wave propagation, free and forced vibration analyses of various GPLs reinforced FG-porous plates and shells.…”
Section: Introductionmentioning
confidence: 99%