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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 102
PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by:
Paper 200
Modeling of Fluid-Structure Interaction Problems with a Free Surface using a Particle-Based Method R.A. Amaro Junior and L.Y. Cheng
Department of Construction Engineering, Polytechnic School
R.A. Amaro Junior, L.Y. Cheng, "Modeling of Fluid-Structure Interaction Problems with a Free Surface using a Particle-Based Method", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 200, 2013. doi:10.4203/ccp.102.200
Keywords: fluid-structure interaction, elastic solid, particle method, moving particle simulation, hydro-elasticity.
Summary
The fluid-structure interaction (FSI) is a complex phenomenon recurrent in many engineering
applications and analytical solutions are available only for a restricted range
of cases. Therefore, numerical methods, such as mesh-based methods, have been proposed
to analyze a wide range of FSI problems. However, when the problems involve
free surface, fragmentation, merging or large deformation, free surface tracking or
remeshing process are generally required, increasing the computational cost. As a result
of their easy implementation and flexibility, the meshless methods have attracted
much attention in recent years. Within this context, in the present paper a partitioned
coupling between fluid and isotropic elastic solid is proposed to simulate the FSI problem
involving a free surface and large deformations. The numerical approach is based
on the moving particle simulation method. It is a meshless method used to
model both fluid and elastic solid, and all the computational domain is discretized
with Lagrangian particles. Quantitative comparisons with available numerical results
of a dam breaking on an elastic plate and available experimental measurements of a
collapsing column of water on an elastic plate are performed.
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