Results 71 to 80 of about 276 (178)
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 +17 more
doaj +1 more source
A unified "p-y+M-θ " model for laterally loaded piles considering rigidities of various piles
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
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 +4 more
doaj +1 more source
The Geotechnical Design Reliability of Offshore Wind Monopiles [PDF]
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 +4 more
doaj +1 more source
Wave Loads on Monopile Structures
This article compares different approaches to determine the design forces and moments for the ultimate limit state for monopile structures for offshore wind turbines. The principles of the different approaches are explained. Four different methods, i.e.
Vorhoelter, Hendrik +3 more
openaire +1 more source
Extreme marine environmental cyclic loading significantly affects the serviceability of monopiles applied for the foundation of offshore wind turbines (OWTs).
Jichao Lei +5 more
doaj +1 more source
A novel post-weld treatment using nanostructured metallic multilayer for superior fatigue strength. [PDF]
Brunow J +3 more
europepmc +1 more source
Effect of Scour on Hydrodynamic Pressure of Offshore Monopile and Site Response Under Seismic Loads
In complex marine environments, monopile foundations are subjected not only to waves and currents but also to seismic loads. The long-term combined action of waves and currents induces scour around the monopile, leading to soil loss, seabed morphology ...
Piguang Wang, Jijie Pan, Bin Yan, Xu Qiu
doaj +1 more source
The Effect of Lateral Loading Parameters on Monopile Behavior Based on Physical Modeling
Monopiles are the most common type of foundation for offshore wind turbines (OWT). Monopiles have been used in more than 80% of the offshore wind turbines.
Mahdi Shahidikhah +2 more
doaj
Offshore monopile foundations endure complex loads during service. They bear vertical loads from the superstructure’s self-weight and lateral cyclic loads (e.g., wind, waves), while near-coastal seabeds are usually sloped.
Yongqing Lai +5 more
doaj +1 more source

