Bending and free vibration analysis of foam-filled truss core sandwich panel

dc.contributor.authorArunkumar, M.P.
dc.contributor.authorJeyaraj, P.
dc.contributor.authorGangadharan, K.V.
dc.date.accessioned2026-02-05T09:31:18Z
dc.date.issued2018
dc.description.abstractThis paper presents the studies carried out on bending and free vibration behavior of truss core sandwich panel filled with foam typically used in aerospace applications. Equivalent stiffness properties for foam-filled truss core sandwich panel are derived by idealizing 3D foam-filled sandwich panel to an equivalent 2D orthotropic thick plate continuum. The accuracy of the derived elastic property is ensured by the numerical comparison of free vibration response of 3D and its equivalent 2D finite element model. The derived stiffness constants were used in closed form solution to evaluate the maximum deflection of the continuum. The results show that the free vibration and static behavior of the sandwich panel can be enhanced in due consideration to the space constraint by filling foam in the empty space of core. The results also reveal that triangular core foam-filled sandwich panel deflects less compared to other cores. From the free vibration analysis, effect of filling foam is effective in cellular and trapezoidal core. © 2016, © The Author(s) 2016.
dc.identifier.citationJournal of Sandwich Structures and Materials, 2018, 20, 5, pp. 617-638
dc.identifier.issn10996362
dc.identifier.urihttps://doi.org/10.1177/1099636216670612
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/25126
dc.publisherSAGE Publications Ltd info@sagepub.co.uk
dc.subjectAerospace applications
dc.subjectBending (forming)
dc.subjectHoneycomb structures
dc.subjectOrthotropic plates
dc.subjectSandwich structures
dc.subjectStiffness
dc.subjectTrusses
dc.subjectEquivalent model
dc.subjectFoam filled
dc.subjectSandwich panel
dc.subjectTruss core
dc.subjectvibration
dc.subjectVibration analysis
dc.titleBending and free vibration analysis of foam-filled truss core sandwich panel

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