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

DOI

10.2991/amsm-16.2016.71How to use a DOI?

Keywords

VOF method; the two-way coupling; wave; pile foundation platform

Abstract

The " "-" " 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. Taking the construction platform in deep waters of the Yangtze River Estuary as an example, the stress and deformation characteristics of the steel pipe pile platform under wave forces are analyzed in detail. As a resulted, it is suggested the platform piles should be arranged regularly and the connected node design of the platform structure should be strengthened to ensure the safety.

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/).

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TY  - CONF
AU  - Wenyue Yan
AU  - Fengwu Lv
PY  - 2016/05
DA  - 2016/05
TI  - Numerical Simulation of Fluid Structure Interaction Between Wave and Steel Pipe Pile Platform in Deep Water
BT  - Proceedings of the 2016 International Conference on Applied Mathematics, Simulation and Modelling
PB  - Atlantis Press
SP  - 321
EP  - 326
SN  - 2352-538X
UR  - https://doi.org/10.2991/amsm-16.2016.71
DO  - 10.2991/amsm-16.2016.71
ID  - Yan2016/05
ER  -