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M

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.

Papers
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Large amplitude vibrations of circular cylindrical shells

TL;DR: In this article, a C0continuous, QUAD-4 shear flexible shell element based on the field consistency principle was used to study the non-linear free flexural vibrations of thin circular cylindrical shells.
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Thermal buckling of simply supported functionally graded skew plates

TL;DR: In this article, thermal buckling of a simply supported functionally graded skew plate is investigated using first-order shear deformation theory in conjunction with the finite element approach, where the material properties are assumed to vary as a power form of the thickness coordinate.
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Free vibration analysis of multi-layered composite laminates based on an accurate higher-order theory

TL;DR: In this article, an accurate higher-order theory employing finite element procedure for the free vibration analysis of multi-layered thick composite plates is presented, which accounts for the realistic variation of in-plane and transverse displacements through the thickness.
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Nonlinear dynamic analysis of thick composite/sandwich laminates using an accurate higher-order theory

TL;DR: In this article, a C0 eight-noded plate element developed based on an accurate higher-order theory was used for the nonlinear dynamics analysis of thin composite and sandwich plates.
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Nonlinear free flexural vibrations/post-buckling analysis of laminated orthotropic beams/columns on a two parameter elastic foundation

TL;DR: In this paper, the effects of transverse shear deformation, in-plane and rotary inertia terms were analyzed for orthotropic and cross-ply laminated beams with simply supported boundary conditions.