Journal
JOURNAL OF FLUIDS AND STRUCTURES
Volume 50, Issue -, Pages 497-511Publisher
ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
DOI: 10.1016/j.jfluidstructs.2014.07.007
Keywords
Fluid-structure interaction (FSI); Particle method; MPS (Moving Particle Semi-implicit) method; Static and dynamic cantilever beam loads; Dam break with rubber gate; Sloshing flow with hanging rubber baffle
Categories
Funding
- National Research Foundation of Korea Grant - Korean Government [2011-0011220]
- National Research Foundation of Korea [2011-0011220, 21A20130011117] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)
Ask authors/readers for more resources
A fully Lagrangian particle-based method is developed for simulating the FSI (Fluid-Structure Interaction) problems corresponding to incompressible fluid flows and elastic structures. First, the developed elastic structure model is verified by static and dynamic tests corresponding to a simple cantilever beam. The simulation results are compared with analytical and other researchers' numerical solutions. Then, the structure model is carefully coupled with a fluid model comprising of the so-called PNU-MPS (Pusan-National-University-modified Moving Particle Simulation) method and several recently developed enhanced schemes. The coupled fluid-structure method is applied to a dam break with an elastic gate and a violent sloshing flow with a hanging rubber baffle. The results of simulations are compared with those of the experiments by Antoci et al. (2007) and Idelsohn et al. (2008). (C) 2014 Elsevier Ltd. All rights reserved.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available