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S. Mitra

Researcher at National University of Singapore

Publications -  5
Citations -  66

S. Mitra is an academic researcher from National University of Singapore. The author has contributed to research in topics: Finite element method & Slosh dynamics. The author has an hindex of 3, co-authored 5 publications receiving 61 citations.

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A 3D fully coupled analysis of nonlinear sloshing and ship motion

TL;DR: In this article, the coupling effects of 6 degrees of freedom in ship motion with fluid oscillation inside a three-dimensional rectangular container using a novel time domain simulation scheme was investigated. But, the numerical approach presented in this paper is expected to be very useful and realistic in evaluating the nonlinear sloshing and 6-DOF ship motion.
Journal ArticleDOI

A fully coupled ship motion and sloshing analysis in various container geometries

TL;DR: In this paper, a novel modeling approach is presented to solve the combined internal sloshing and sea-keeping problem, which is very important for the liquid cargo carrier operating in rough sea or under different environmental conditions, and the resulting slosh characteristics that include transient pressure variation, free surface profiles and hydrodynamic pressure over the container walls have been reported.

A Study On Complicated Coupling Effects of 3-D Sloshing In Rectangular Tanks And Ship Motion

TL;DR: In this article, the coupling effects of ship motion with fluid oscillation inside three dimensional rectangular containers using a newly developed time domain simulation scheme was investigated, and some typical results were presented that assess the accuracy and applicability of the method.
Journal ArticleDOI

Finite element analysis of second order wave radiation by a group of cylinders in the time domain

TL;DR: In this paper, a finite element based numerical method is employed to analyze the wave radiation by multiple or a group of cylinders in the time domain, and the nonlinear free surface and body surface boundary conditions are satisfied based on the perturbation method up to the second order.