Results 101 to 110 of about 6,943 (250)

Soil–Anchor Interaction Effects on Dominant Frequencies in Offshore Wind Turbines Supported by Tension Leg Platforms

Wind Energy, Volume 28, Issue 7, July 2025.
ABSTRACT This study presents an experimental investigation into the influence of anchor–soil interaction on the dynamic behaviour of tension leg platform (TLP)–type floating wind turbines. A 1/100 scale model of the NREL 5‐MW reference wind turbine was fabricated using a 3D printer, with scaling parameters determined based on Froude scaling laws to ...
Hasan Emre Demirci, Oğuzhan Toğay, Mutlu Seçer   +2 more
wiley   +1 more source

The Geotechnical Design Reliability of Offshore Wind Monopiles [PDF]

Lithosphere
Offshore wind energy is expected to become one of the major clean energy sources to combat climate change. Monopile foundations play a central role in shallow water offshore wind development.
Chengliang Ji, Jianchao Mai, Jun Wu, Lei Bian, Zhehao Zhu   +4 more
doaj   +1 more source

Local Birds in and around the Offhore wind Farm Egmond aan Zee (OWEZ) [PDF]

, 2011
This report presents the final results of a four-year study of seabird distribution patterns in and around the first offshore wind farm in Dutch North Sea waters.
Dijkman, E.M., Leopold, M.F., Teal, L.R.
core  

Large-Scale Experiments to Improve Monopile Scour Protection Design Adapted to Climate Change—The PROTEUS Project

Energies, 2019
This study aims to improve the design of scour protection around offshore wind turbine monopiles, as well as future-proofing them against the impacts of climate change.
Carlos Emilio Arboleda Chavez, Vasiliki Stratigaki, Minghao Wu, Peter Troch, Alexander Schendel, Mario Welzel, Raúl Villanueva, Torsten Schlurmann, Leen De Vos, Dogan Kisacik, Francisco Taveira Pinto, Tiago Fazeres-Ferradosa, Paulo Rosa Santos, Leen Baelus, Viktoria Szengel, Annelies Bolle, Richard Whitehouse, David Todd   +17 more
doaj   +1 more source

A unified "p-y+M-θ " model for laterally loaded piles considering rigidities of various piles

Yantu gongcheng xuebao
The large-diameter monopiles account for over 70% in construction of offshore wind turbines in China. The current p-y curve design method is primarily suitable for the small-diameter flexible piles.
WANG Lizhong 1, LAI Yongqing 1, 2, HONG Yi 1, 3, ZHANG Youhu 4
doaj   +1 more source

Envelope and intelligent prediction of horizontal bearing capacity for offshore wind monopiles in sandy seabed under HM combined loading

Frontiers in Earth Science
This study presents a practical finite element model for evaluating laterally loaded monopiles embedded in sandy seabed, verified through comparison with field test data from the PISA project. The classical Mohr-Coulomb model, used for soil plasticity in
Xin-Yu You, Shi-Yi Qian, Bin Li, Jun Wang, Ling-Yu Xu   +4 more
doaj   +1 more source

Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model

Ocean Engineering, 2023
H. Wang, B. Lehane, M. F. Bransby, L.Z. Wang, Y. Hong, A. Askarinejad   +5 more
semanticscholar   +1 more source

Effective Stress-Based Numerical Method for Predicting Large-Diameter Monopile Response to Various Lateral Cyclic Loadings

Journal of Marine Science and Engineering
Extreme marine environmental cyclic loading significantly affects the serviceability of monopiles applied for the foundation of offshore wind turbines (OWTs).
Jichao Lei, Kehua Leng, Wei Xu, Lixian Wang, Yu Hu, Zhen Liu   +5 more
doaj   +1 more source

A novel post-weld treatment using nanostructured metallic multilayer for superior fatigue strength. [PDF]

Sci Rep, 2023
Brunow J, Spalek N, Mohammadi F, Rutner M.   +3 more
europepmc   +1 more source

Sensitivity Analysis of Monopiles’ Fatigue Stresses to Site Conditions Using Monte Carlo Simulation [PDF]

, 2017
The design of support structures of offshore wind turbines contains high number of design variables that influence load characteristics and structural responses. These variables are stochastic and cause many uncertainties.
Ferraz, Goncalo T., Glisic, Ana, Schaumann, Peter   +2 more
core   +2 more sources