Odd M. Faltinsen
Norwegian University of Science and Technology
259 Papers
1.3K Citations
Odd M. Faltinsen is an academic researcher from Norwegian University of Science and Technology. The author has contributed to research in topics: Slamming & Free surface. The author has an hindex of 50, co-authored 247 publications. Previous affiliations of Odd M. Faltinsen include Norwegian Institute of Technology & DNV GL.
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Papers
Hydroelastic behaviour of a structure exposed to an underwater explosion
TL;DR: The hydroelastic interaction between an underwater explosion and an elastic plate is investigated through a domain-decomposition strategy, highlighting the need of the fluid–structure coupling to capture correctly the possible inception of cavitation.
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A second order initial value solution of two-dimensional sloshing in rectangular tanks
Olav F. Rognebakke,Odd M. Faltinsen +1 more
- 01 Jan 1999
TL;DR: In this article, a nonlinear analytically based sloshing model is used in the solshing calculations and the effect of impacts on the tank roof has been studied.
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Numerical Study of Bilge-Keel Effect on Parametric Roll and Water on Deck for an FPSO
Marilena Greco,Claudio Lugni,Giuseppina Colicchio,Odd M. Faltinsen +3 more
- 31 May 2015
TL;DR: In this paper, the same numerical method, based on a domain-decomposition strategy, is used to examine the platform with bilge keels, both without and with mooring-line system.
Green Function of Steady Motion in Finite Water Depth
TL;DR: In this article, the Green function associated with a steady translating source on a straight horizontal course in water with finite constant depth and infinite horizontal extent satisfying the classical free surface condition is studied by decomposing it into three parts: an array of Rankine singularities A, local disturbance D, and downstream wave part S. This is used to verify the numerical scheme and find the most time-efficient procedure.
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Hydroelastic response of concrete shells during impact on calm water
TL;DR: In this article , the authors used Froude scaled elastic model shells and real concrete shells to study the local hydroelastic shell response to slamming and found that the response of the concrete shells is dominated by only a few structural eigenmodes.
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