Abstract
Water-related disasters such as tsunamis, storm surges, and floods involve fluid–structure interaction (FSI) problems with free surface flow. Since failures of artifacts are caused due to inundation, water forces and impact forces by floating objects, simulation of such problems has great importance to design for safety and robustness.In this chapter, we present a robust and efficient coupled method for fluid–structure interaction with violent free surface flow, named the MPS-FE method and its improved method. The MPS-FE method adopts the finite element (FE) method for structure computation and the moving particle semi-implicit/simulation (MPS) method for fluid computation involving free surface flow. The conventional MPS-FE method, in which MPS wall boundary particles and finite elements are overlapped in order to exchange information at fluid–structure interface, is not versatile and reduces the advantages of software modularity. We developed a non-overlapping approach in which the interface in the fluid computation corresponds to that in the structure computation through an MPS polygon wall model. The accuracy of the improved MPS-FE method was verified by solving a dam break problem with an elastic obstacle and by comparing the result obtained with that of the conventional MPS-FE method and other methods.
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Acknowledgements
This study was supported by the JSTCREST project “Development of a Numerical Library Based on Hierarchical Domain Decomposition for Post Petascale Simulation.”
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Mitsume, N., Yoshimura, S., Murotani, K., Yamada, T. (2016). Inundation Simulation Coupling Free Surface Flow and Structures. In: Yoshimura, S., Hori, M., Ohsaki, M. (eds) High-Performance Computing for Structural Mechanics and Earthquake/Tsunami Engineering. Springer Tracts in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-21048-3_7
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DOI: https://doi.org/10.1007/978-3-319-21048-3_7
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