2022
DOI: 10.1016/j.oceaneng.2022.110798
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Load utilisation (LU) ratio of monopiles supporting offshore wind turbines: Formulation and examples from European Wind Farms

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Cited by 16 publications
(4 citation statements)
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“…Further, upward artesian flow due to excess pore pressure generation can result in high buoyant forces, resulting in cable floatation if not accounted for in the design. Aleem et al 27 suggest a methodology to predict the load utilization ratio of monopiles supporting OWTs for non‐liquefiable soils. This paper presents a method as an extension to adopt this method on liquefiable soils.…”
Section: Methods Of Assessing the Owt Foundation In Seismic Zonesmentioning
confidence: 99%
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“…Further, upward artesian flow due to excess pore pressure generation can result in high buoyant forces, resulting in cable floatation if not accounted for in the design. Aleem et al 27 suggest a methodology to predict the load utilization ratio of monopiles supporting OWTs for non‐liquefiable soils. This paper presents a method as an extension to adopt this method on liquefiable soils.…”
Section: Methods Of Assessing the Owt Foundation In Seismic Zonesmentioning
confidence: 99%
“…A sandy soil profile is considered in this example. The moment and lateral resisting capacity values were estimated using the methodology presented in Aleem et al 27 For the estimation of the liquefied soil the p – y springs were removed to represent the loss of the soil strength in that regions. For an accurate representation of p–y springs the readers are referred to Lombardi et al 11 or Dash et al 34 —the depth of liquefied soil presented by the removal of p–y springs.…”
Section: Methods Of Assessing the Owt Foundation In Seismic Zonesmentioning
confidence: 99%
“…In this type of turbine, a set of blades is attached to an axle that is parallel to the ground. As a result of strong global winds, the blades rotate, resulting in the axle spinning, generating electricity [63].…”
Section: Europe Regionmentioning
confidence: 99%
“…The cost of offshore wind support structures (design, construction, and installation) accounts for as much as 35% of the investment cost. The installation cost of tower support structures is 60% of the total cost for installing a whole wind turbine [2,3]. Meanwhile, foundation parts have a great role in reductions of the total cost, with the potential of being 6% less by introducing innovative monopile techniques.…”
Section: Introductionmentioning
confidence: 99%