Results 101 to 110 of about 1,952 (216)
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
Monopile response to scour and scour protection
Scour of seabed sediments can occur around offshore structures, the resultant reduction in strength and stiffness of the structure’s foundations presents operational challenges for monopile-supported offshore wind turbine structures. Turbines are at risk of reduced operation or even premature decommissioning if scour causes the natural frequency of a ...
openaire +2 more sources
Controlling of Monopile Seismic Response Using Concrete Skirt
Bridges are considered one of the major infrastructure projects that pose many challenges for design and construction. This is because they require highly efficient structural systems that last for many years, require minimal maintenance, and provide a ...
M. Mancy, T. Sorour, M. Abdel-Motaal
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Extreme marine environmental cyclic loading significantly affects the serviceability of monopiles applied for the foundation of offshore wind turbines (OWTs).
Jichao Lei +5 more
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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
The deformation behavior of offshore wind turbine monopiles under long-term environmental loading remains insufficiently understood, largely due to the absence of continuous in-situ measurements capable of resolving depth-dependent pile–soil interaction.
Heming Han +6 more
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A novel post-weld treatment using nanostructured metallic multilayer for superior fatigue strength. [PDF]
Brunow J +3 more
europepmc +1 more source
Rotational Behavior of Squat Monopiles in Soft Clay from Centrifuge Experiments
This paper presents initial results from geotechnical centrifuge experiments on squat gravity caissons/monopiles under cyclic rotational loading in soft clay under undrained conditions.
Madhuri Murali +8 more
core +2 more sources
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

