![\"\"](\"https:\/\/www.mi.uni-koeln.de\/NumSim\/wp-content\/uploads\/2022\/12\/fsi_0.1x.gif\")
<\/p>\nTo simulate elastic structures, we use a total Lagrangian SPH formulation [1].
\nWe simulate a dam break against a flexible structure based on the setup given by [1].
\nFor the fluid dynamics, a weakly-compressible Lagrangian SPH formulation with an artificial viscosity by Monaghan [2] and boundary force particles to model the tank [3] was used.
\nThis animation shows the simulation in 0.1x real time with 8.7k fluid particles and 455 particles to model the flexible structure.<\/p>\n
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References: To simulate elastic structures, we use a total Lagrangian SPH formulation [1]. We simulate a dam break against a flexible structure based on the setup given by [1]. For the fluid dynamics, a weakly-compressible Lagrangian SPH formulation with an artificial … Continue reading
\n[1] O\u2019Connor, J., Rogers, B. D. (2021). \u201cA fluid\u2013structure interaction model for free-surface flows and flexible structures using smoothed particle hydrodynamics on a GPU.\u201d In: Journal of Fluids and Structures<\/em>, 104. https:\/\/doi.org\/10.1016\/J.JFLUIDSTRUCTS.2021.103312<\/a>
\n[2] Monaghan, J. J. (1989). \u201cOn the Problem of Penetration in Particle Methods\u201d. In: Journal of Computational Physics<\/em>, 82(1), 1\u201315. https:\/\/doi.org\/10.1016\/0021-9991(89)90032-6<\/a>
\n[3] Monaghan, J. J., & Kajtar, J. B. (2009). \u201cSPH particle boundary forces for arbitrary boundaries\u201d. In: Computer Physics Communications<\/em>, 180(10), 1811\u20131820. https:\/\/doi.org\/10.1016\/j.cpc.2009.05.008<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"