Numerical Analysis of the Deformation Performance of Monopile under Wave and Current Load
The research on the deformation mechanism of monopile foundation supporting offshore wind turbines is significant to optimize the design of a monopile foundation under wave and current load. In this paper, a three-dimensional wave-pile-soil coupling finite element model is proposed to investigate th...
Main Authors: | Libo Chen, Xiaoyan Yang, Lichen Li, Wenbing Wu, M. Hesham El Naggar, Kuihua Wang, Jinyong Chen |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-12-01
|
Series: | Energies |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1073/13/23/6431 |
Similar Items
-
Lateral Ultimate Capacity of Monopile Foundations for Offshore Wind Turbines: Effects of Monopile Geometry and Soil Stiffness Properties
by: Yazeed A. Alsharedah, et al.
Published: (2023-11-01) -
3D FE-Informed Laboratory Soil Testing for the Design of Offshore Wind Turbine Monopiles
by: Xiaoyang Cheng, et al.
Published: (2021-01-01) -
Centrifuge modelling of monotonic and cyclic lateral responses of monopiles in quartz and carbonate sands
by: Soares de Almeida Márcio de Sousa, et al.
Published: (2024-01-01) -
Numerical and Experimental Investigations on Non-Linear Wave Action on Offshore Wind Turbine Monopile Foundation
by: Sijia Deng, et al.
Published: (2023-04-01) -
Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction
by: Athanasios Tsetas, et al.
Published: (2021-03-01)