Numerical Simulation of Fluid Structure Coupling of Pile in Deep Water

DOI

10.2991/iccte-16.2016.110How to use a DOI?

Keywords

the two-way coupling, current force, shelter coefficient of piles transverse, coefficient of piles

Abstract

In this paper, the two-way coupling of flow and pile is simulated by using ANSYS Workbench. A comparison between the results of current force in one-way coupling, two-way coupling and code method has been made, proving a reference for the calculation of water flow in engineering. Four sets of influence coefficients under the circumstances of three parallel piles and three tandempileswere simulated respectively.And a comparison of transverse coefficient among numerical simulation and code has been made. It is found that the shelter coefficient is not only influenced by the spacing of the piles but also by thewatervelocity, and the transverse coefficients of the parallel piles have 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/).

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TY  - CONF
AU  - Wenyue Yan
AU  - Fengwu Lv
PY  - 2016/01
DA  - 2016/01
TI  - Numerical Simulation of Fluid Structure Coupling of Pile in Deep Water
BT  - Proceedings of the 2016 International Conference on Civil, Transportation and Environment
PB  - Atlantis Press
SP  - 653
EP  - 660
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccte-16.2016.110
DO  - 10.2991/iccte-16.2016.110
ID  - Yan2016/01
ER  -