Numerical Simulation of Fluid Structure Interaction Between Wave and Pile in Deep Water

DOI

10.2991/esm-16.2016.40How to use a DOI?

Keywords

VOF method, the two-way coupling, wave, transverse coefficient of piles, shelter coefficient of piles

Abstract

The k- turbulence model and the VOF method of moving interface tracking have been used to generate the wave. By two-way iterative method,the fluid structure interaction between wave and steel pipe pile platform has also been simulated numerically by using ANSYS Workbench. And a comparison among the results of wave force in one-way coupling and two-way coupling as well as code method has been made, thus a reference is provided for the calculation of wave in engineering. And four sets of influence coefficients were simulated respectively, which include the transverse coefficient of three parallel piles and the shelter coefficient of three tandem piles, and a comparison of transverse coefficient among numerical simulation and code has been made. It is found that the wave shelter effect on front and rear piles is greater than that of the middle pile, and the transverse coefficient of the parallel piles is affected by the wave superposition effect.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

TY  - CONF
AU  - Wenyue Yan
AU  - Fengwu Lv
PY  - 2016/08
DA  - 2016/08
TI  - Numerical Simulation of Fluid Structure Interaction Between Wave and Pile in Deep Water
BT  - Proceedings of the 2016 International Conference on Engineering Science and Management
PB  - Atlantis Press
SP  - 174
EP  - 178
SN  - 2352-5401
UR  - https://doi.org/10.2991/esm-16.2016.40
DO  - 10.2991/esm-16.2016.40
ID  - Yan2016/08
ER  -