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Wave Load Mitigation by Perforation of Monopiles
The design of large diameter monopiles (8–10 m) at intermediate to deep waters is largely driven by the fatigue limit state and mainly due to wave loads.
Jacob Andersen +5 more
doaj +1 more source
Determination of stress concentration factors in offshore wind welded structures through a hybrid experimental and numerical approach [PDF]
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
Offshore wind turbines play a critical role as a renewable energy source and are experiencing continuous growth in usage. Both the design and implementation phases of constructing these structures present difficulties.
Sacit Sarımurat
semanticscholar +1 more source
The existing studies have primarily focused on the effect of cyclic load characteristics (namely, cyclic load ratio and amplitude ratio) on cyclic lateral response of monopiles in sand, with little attention paid to the effect of pile-soil relative ...
Yang Wang +5 more
semanticscholar +1 more source
Optimization of monopiles for offshore wind turbines [PDF]
The offshore wind industry currently relies on subsidy schemes to be competitive with fossil-fuel-based energy sources. For the wind industry to survive, it is vital that costs are significantly reduced for future projects. This can be partly achieved by introducing new technologies and partly through optimization of existing technologies and design ...
Dan, Kallehave +3 more
openaire +2 more sources
Monopiles subjected to uni- and multi-lateral cyclic loading [PDF]
Offshore wind turbines are subjected to significant environmental loads from a combination of current, wind and wave action. Under such conditions, the directions of these environmental loads vary over the service life of the structure and therefore the ...
Arthur, Iain +9 more
core +1 more source
Numerical Study on Lateral Response of Offshore Monopile in Sand under Local Scouring Conditions
Currently, p-y models have been broadly adopted for estimating the lateral bearing capacity of large-diameter monopiles in offshore engineering. However, the existing p-y curves cannot reflect the effect of pile diameter D on the lateral response of ...
Jiayi Shen +5 more
doaj +1 more source
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till
Offshore wind turbines in shallow coastal waters are typically supported on monopile foundations.
B. Byrne +10 more
semanticscholar +1 more source
Dynamic Impedances of Offshore Rock-Socketed Monopiles
With the development of offshore wind energy in China, more and more offshore wind turbines are being constructed in rock-based sea areas. However, the large diameter and thin-walled steel rock-socketed monopiles are very scarce at present, and both the ...
Rui He +5 more
doaj +1 more source
The large-diameter monopiles are the most preferred foundation used in offshore wind farms. However, the influence of pile diameter and aspect ratio on the lateral bearing behavior of monopiles in sand with different relative densities has not been ...
Huan Wang +5 more
doaj +1 more source

