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C.P. Vendhan

Researcher at Indian Institute of Technology Madras

Publications -  27
Citations -  176

C.P. Vendhan is an academic researcher from Indian Institute of Technology Madras. The author has contributed to research in topics: Finite element method & Nonlinear system. The author has an hindex of 7, co-authored 27 publications receiving 169 citations. Previous affiliations of C.P. Vendhan include Indian Institute of Technology Kanpur.

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Dynamic pressure distribution on a cylinder due to wave diffraction

TL;DR: In this article, the dynamic pressure distribution around a large vertical cylinder resting on a flume bed and piercing the free surface subjected to regular waves have been carried out in a 4-m wide wave flume in a constant water depth of 2.5 m at Ocean Engineering Centre, Indian Institute of Technology, Madras, India.
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Application of Rayleigh-Ritz and Galerkin methods to non-linear vibration of plates

TL;DR: In this paper, the difference between the three variational equations of motion and the dynamic analogue of the von Karman equations governing the non-linear vibration of plates is considered in the context of the Rayleigh-Ritz and Galerkin methods.
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The finite element method for hydroelastic instability of underwater towed cylindrical structures

TL;DR: In this paper, the authors developed a comprehensive linear finite element method for the dynamics of the flexible cylindrical structure with focus on the stability behavior. But the method is not suitable for towing of large cylinders in axial flow.
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Finite-element modeling of depth and range dependent acoustic propagation in oceanic waveguides

TL;DR: The FEM discussed in this paper treats the radiation boundary condition involving multiple propagating modes using a penalty function approach as a pressure boundary condition on a small boundary surrounding the source.
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Stability of initially stressed square plates with square openings

TL;DR: In this article, the stability of a simply supported square plate with openings under in-plane loading is analyzed using a Finite Element program BUCSAP (BUCkling Structural Analysis Program).