Results 101 to 110 of about 6,479 (231)
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
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Riprap protection is widely used in offshore wind power foundations. The boundary of riprap will change and affect the hydrodynamics around the foundation during scour.
Tongshun Yu +3 more
doaj +1 more source
Scouring around the fixed foundations of offshore wind turbines (OWTs) remains a pressing concern within the offshore wind industry, significantly jeopardizing OWT safety.
Bo Qin +3 more
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Experimental and Numerical Analysis of PIP Slip Joint Subjected to Bending
Detachable circular hollow sections (CHSs) offer an innovative solution to tackle the complexities of installation, maintenance, upgrades, and repairs in offshore monopile systems, particularly in challenging environments with limited access.
Md Ariful Islam +2 more
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Structural Load Optimization of 15 MW Offshore Wind Turbine Using LHS-Based Design Space
The structural integrity of next-generation offshore wind turbines is highly sensitive to inflow variability, yet current standards often simplify wind conditions without capturing their combined effects on dynamic loads. To address this, we analyzed the
Sajid Ali, Muhammad Waleed, Daeyong Lee
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Fatigue poses significant challenges for the structural integrity of monopiles, the most common type of foundation for offshore wind turbines. These structures are usually manufactured by rolling and welding together large steel plates.
Federico Della Santa +2 more
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Vertical compressive bearing performance and optimization design method of large-diameter manually-excavated rock-socketed cast-in-place piles. [PDF]
Zhao X +6 more
europepmc +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
Low-voltage ride-through capability in a DFIG using FO-PID and RCO techniques under symmetrical and asymmetrical faults. [PDF]
Sabzevari K +6 more
europepmc +1 more source
Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand. [PDF]
Li ZS, Blanc M, Thorel L.
europepmc +1 more source

