Author(s)

Shihui Wang, Jianping Jiang

School of Marine Science and Engineering, Shanghai Maritime University, Shanghai, China.

The three-dimensional model of the wave and pile structure was established by using Ansysworkbench software. The bidirectional fluid-structure interaction between the pile and wave was simulated by using Stokes wave theory and the Volume of Fluid Method. The pressure distribution diagram of the fluid-structure interface and the pile structure were observed and analyzed. The maximum equivalent stress on the pile was studied and its variation range was obtained. Compared with Von Mises yield criterion, it was concluded that the pile was stable under such wave conditions.

Pile Column, VOF Method, Ansysworkbench, Flow and Solid Coupling

Wang, S. and Jiang, J. (2022) Numerical Simulation of Bidirectional Flow and Solid Coupling of Single Pile and Single Row Pile Column and Wave. World Journal of Engineering and Technology, 10, 679-690. doi: 10.4236/wjet.2022.104044.