In this paper the hydroelastic interaction during the impact of a two mass oscillator over the water surface is analyzed. The system consists of a massive wedge, plunging the free surface, elastically connected to a carried mass. When the wedge impacts, the system is excited by the pulse hydrodynamic force and an oscillatory coupled motion takes place. The attention is focused on a parametric analysis of the maximum of both hydrodynamic and elastic forces originated by the collision. A simplified theoretical model is proposed starting from the slamming force estimated by similarity solutions of an impacting flat plate. This model is validated by comparisons with a numerical simulation of the fluid-structure interaction. The unsteady potential flow is computed through a boundary elements formulation and a fully non linear boundary condition is applied on the free surface. The hydrodynamic load is then used to force the dynamic system. A good agreement between numerical results and theoretical estimate has been found validating the simplified model.

Hydroelastic analysis of two dimensional slamming phenomena

A Iafrati;E Ciappi;EF Campana
1999

Abstract

In this paper the hydroelastic interaction during the impact of a two mass oscillator over the water surface is analyzed. The system consists of a massive wedge, plunging the free surface, elastically connected to a carried mass. When the wedge impacts, the system is excited by the pulse hydrodynamic force and an oscillatory coupled motion takes place. The attention is focused on a parametric analysis of the maximum of both hydrodynamic and elastic forces originated by the collision. A simplified theoretical model is proposed starting from the slamming force estimated by similarity solutions of an impacting flat plate. This model is validated by comparisons with a numerical simulation of the fluid-structure interaction. The unsteady potential flow is computed through a boundary elements formulation and a fully non linear boundary condition is applied on the free surface. The hydrodynamic load is then used to force the dynamic system. A good agreement between numerical results and theoretical estimate has been found validating the simplified model.
1999
Istituto di iNgegneria del Mare - INM (ex INSEAN)
Water entry flow
slamming loads
Hydroelastic coupling
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/116259
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