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An innovative experimental device for characterizing the responses of monopiles subjected to complex lateral loading [PDF]

open access: yesE3S Web of Conferences
Offshore wind turbines are usually founded on monopiles. During the operation period, the structure is subjected to complex lateral loading from wind, wave and current.
Zhang Zitao   +4 more
doaj   +4 more sources

Evaluation of sand p–y curves by predicting both monopile lateral response and OWT natural frequency

open access: yesStudia Geotechnica et Mechanica, 2022
Extending the use of the p–y curves included in the regulation codes API and DNV to design large-diameter monopiles supporting offshore wind turbines (OWTs) was unsuccessful as it resulted in an inaccurate estimation of the monopile behavior.
Amel Douifi   +3 more
doaj   +1 more source

Bearing behaviors of large-diameter monopiles in soft clay under horizontal cyclic loading based on centrifugal model tests

open access: yesYantu gongcheng xuebao, 2023
The response characteristics of large-diameter monopiles under static and dynamic loads are obviously different from those of traditional small-diameter piles.
CAO Guangwei 1, 2, DING Xuanming 1, 2, ZHANG Dingxin 1, 2, ZHANG Yuting 3, WANG Chunyan 1, 2
doaj   +1 more source

A model test study on the parameters affecting the cyclic lateral response of monopile foundations for offshore wind turbines embedded in non-cohesive soils [PDF]

open access: yesWind Energy Science, 2022
During their service life, monopiles supporting offshore wind turbines are subjected to a large number of lateral cyclic loads resulting from complex environmental conditions such as wind and waves varying in amplitude, direction, load eccentricity and ...
D. Frick, M. Achmus
doaj   +1 more source

An approach for 2D modelling of laterally loaded piles

open access: yesSoils and Foundations, 2023
Despite a considerable progress in the analysis and design of monopiles, many methods are based on complex mathematical structures with doubtful or hard assumptions to verify.
M. Ochmański, D. Mašín, J. Duque
doaj   +1 more source

Wave Load Mitigation by Perforation of Monopiles

open access: yesJournal of Marine Science and Engineering, 2020
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

Model Uncertainties for Soil-Structure Interaction in Offshore Wind Turbine Monopile Foundations

open access: yesJournal of Marine Science and Engineering, 2018
Monopiles are the most common type of foundation used for bottom-fixed offshore wind turbines. This investigation concerns the influence of uncertainty related to soil–structure interaction models used to represent monopile–soil systems.
Lars Vabbersgaard Andersen   +2 more
doaj   +1 more source

Numerical Study on Lateral Response of Offshore Monopile in Sand under Local Scouring Conditions

open access: yesJournal of Marine Science and Engineering, 2023
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

Influence of Pile Diameter and Aspect Ratio on the Lateral Response of Monopiles in Sand with Different Relative Densities

open access: yesJournal of Marine Science and Engineering, 2021
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

Numerical Analysis of Jacked and Impact-Driven Pile Installation Procedures in Offshore Wind Turbine Foundations

open access: yesGeotechnics
The increasing global demand for renewable energy has resulted in a high interest in wind power, with offshore wind farms offering better performance than onshore installations.
Ka Lok Chan   +2 more
doaj   +1 more source

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