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M. Ganapathi

Researcher at VIT University

Publications -  102
Citations -  3684

M. Ganapathi is an academic researcher from VIT University. The author has contributed to research in topics: Finite element method & Rotary inertia. The author has an hindex of 33, co-authored 102 publications receiving 3142 citations. Previous affiliations of M. Ganapathi include Indian Institute of Technology Madras & Indian Institute of Technology Delhi.

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A nonlocal higher-order model including thickness stretching effect for bending and buckling of curved nanobeams

TL;DR: An analytical approach for static bending and buckling analyses of curved nanobeams using the differential constitutive law, consequent to Eringen's strain-driven integral model coupled with a higher-order shear deformation accounting for through thickness stretching is presented in this paper.
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On the nonlinear axisymmetric dynamic buckling behavior of clamped functionally graded spherical caps

TL;DR: In this article, the dynamic thermal buckling behavior of functionally graded spherical caps is studied considering geometric nonlinearity based on von Karman's assumptions, and the formulation is based on first-order shear deformation theory and it includes the in-plane and rotary inertia effects.
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Influence of neutral surface position on the nonlinear stability behavior of functionally graded plates

TL;DR: In this paper, the nonlinear behavior of FGM skew plates under compressive and tensile in-plane load is examined considering different system parameters such as constituent gradient index, boundary condition, thickness-to-span ratio and skew angle.
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Field-Consistent Element Applied to Flutter Analysis of Circular Cylindrical Shells

TL;DR: In this article, the aerodynamic force of laminated composite circular cylindrical shells is investigated by using an axisymmetric shell finite element based on the fieldconsistency approach, which includes transverse shear deformation and in-plane and rotary inertia effects.
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Large amplitude free flexural vibrations of functionally graded graphene platelets reinforced porous composite curved beams using finite element based on trigonometric shear deformation theory

TL;DR: In this article, the large amplitude free flexural vibration characteristics of fairly thick and thin functionally graded graphene platelets reinforced porous curved composite beams are investigated using finite element approach, which includes the influence of shear deformation which is represented through trigonometric function and it accounts for in-plane and rotary inertia effects.