Results 11 to 20 of about 3,945 (233)

Tsunami-induced scour around monopile foundations [PDF]

open access: yesCoastal Engineering, 2017
Abstract A fully-coupled (hydrodynamic and morphologic) numerical model is presented, and utilized for the simulation of tsunami-induced scour around a monopile structure, representative of those commonly utilized as offshore wind turbine foundations at moderate depths i.e. for depths less than 30 m.
Bjarke Eltard Larsen   +3 more
openaire   +3 more sources

Comparison of the bearing capacities of composite foundations for offshore wind turbines

open access: yes工程科学学报, 2022
With the aggravation of energy shortage and environmental pollution, the development and utilization of renewable energy have become the focus of research in countries around the world.
Yan-guo SUN   +5 more
doaj   +1 more source

Experimental Research on the Dynamic Characteristics of Offshore Wind Turbine Model Under the Action of Highly Nonlinear Waves

open access: yes南方能源建设, 2023
[Introduction] Monopile foundation is currently the most widely used support structure for offshore wind farms. For offshore wind farms in the medium water depth area such as Dafeng, Binhai and Sheyang in China, the design waves are very close to the ...
Yushun FU   +6 more
doaj   +1 more source

Numerical Analysis of the Deformation Performance of Monopile under Wave and Current Load

open access: yesEnergies, 2020
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.
Libo Chen   +6 more
doaj   +1 more source

Local scour at offshore windfarm monopile foundations: A review

open access: yesWater Science and Engineering, 2022
In this article, current research findings of local scour at offshore windfarm monopile foundations are presented. The scour mechanisms and scour depth prediction formulas under different hydrodynamic conditions are summarized, including the current-only condition, wave-only condition, combined wave-current condition, and complex dynamic condition ...
Guan, Da-wei   +5 more
openaire   +3 more sources

3D FE-Informed Laboratory Soil Testing for the Design of Offshore Wind Turbine Monopiles

open access: yesJournal of Marine Science and Engineering, 2021
Based on advanced 3D finite element modelling, this paper analyses the stress paths experienced by soil elements in the vicinity of a monopile foundation for offshore wind turbines subjected to cyclic loading with the aim of informing soil laboratory ...
Xiaoyang Cheng   +4 more
doaj   +1 more source

Research on Key Technologies of Pile Driving Construction for Monopile

open access: yes南方能源建设, 2022
[Introduction] With the rapid development of offshore wind power in China, large diameter pile without transition piece has been widely used. This foundation avoids the disadvantage of monopile with transition piece, but result in high demand of ...
LIU Jinchao
doaj   +1 more source

Effect of foundation modelling on the fatigue lifetime of a monopile-based offshore wind turbine [PDF]

open access: yesWind Energy Science, 2017
Several studies have emphasized the importance of modelling foundation response with representative damping and stiffness characteristics in integrated analyses of offshore wind turbines (OWTs).
S. Aasen   +5 more
doaj   +1 more source

Selection and Design of Wind Turbine Foundation for an Offshore Wind Farm

open access: yes南方能源建设, 2023
[Introduction] From 2022, the state subsidies for offshore wind power has been fully withdrawn. The foundation of offshore wind turbines is the supporting structure of wind turbines and plays a crucial role in the safe operation of offshore wind farms ...
Baoyang LI
doaj   +1 more source

Determination of stress concentration factors in offshore wind welded structures through a hybrid experimental and numerical approach [PDF]

open access: yes, 2019
Offshore wind turbine (OWT) monopile support structures generally consist of steel cans connected together through circumferential welding joints. One critical factor to evaluate the localised increase in stresses is the stress concentration factor (SCF)
Brennan, Feargal   +3 more
core   +2 more sources

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