CSMA2026

An extended finite element method for sloshing problems involving immersed structures at arbitrary positions
Hippolyte Bouvet  1, *@  , Antoine Legay  1@  , Luc Laurent  1@  , Christophe Hoareau  1@  
1 : Laboratoire de Mécanique des Structures et des Systèmes Couplés  (LMSSC)  -  Site web
Conservatoire National des Arts et Métiers [CNAM]
292, rue Saint Martin 75141 PARIS Cedex 03 -  France
* : Auteur correspondant

When subjected to dynamic excitations, liquid-filled tanks are particularly prone to sloshing, a phenomenon that can become critical in rockets, tank trucks or liquid storage facility, where it may lead to a loss of control or ultimate damage. A common mitigation strategy is to introduce internal baffles in order to attenuate fluid motion. A numerical method is developed to address a general sloshing problem while accounting for the discontinuity in the pressure field induced by an internal tank baffle modeled as a shell. The approach relies on a partition of unity strategy (XFEM), which eliminates the need for remeshing and rebuilding of operators for each baffle position and shape. This feature enables an efficient geometric parametrization and greatly facilitates subsequent optimization procedures.The proposed method is implemented for a three-dimensional fluid and validated on a parallelepiped tank sloshing problem with an internal baffle under harmonic excitation.

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