A 2D composite method to study the behavior of a VLFS in waves is presented. It merges a linear global solution with a nonlinear local analysis. The former preliminarily estimates the global motions of the platform and allows identifying the conditions for dangerous local phenomena to occur, i.e. bottom slamming and water on deck. The cases selected are investigated by the latter analysis to predict the induced structural loads. These are then added to the other loads for a 'corrected' linear global-motion analysis (in the time domain). Each component of the solution algorithm has been validated against experimental data and other numerical results.

LOCAL AND GLOBAL HYDROELASTIC ANALYSIS OF A VLFS

Greco;Colicchio;
2006

Abstract

A 2D composite method to study the behavior of a VLFS in waves is presented. It merges a linear global solution with a nonlinear local analysis. The former preliminarily estimates the global motions of the platform and allows identifying the conditions for dangerous local phenomena to occur, i.e. bottom slamming and water on deck. The cases selected are investigated by the latter analysis to predict the induced structural loads. These are then added to the other loads for a 'corrected' linear global-motion analysis (in the time domain). Each component of the solution algorithm has been validated against experimental data and other numerical results.
2006
Istituto di iNgegneria del Mare - INM (ex INSEAN)
7118047287
Hydroelasticity
wave-structure interaction
VLFS
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/242957
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