Response-Based Assessment of Operational Limits for Mating Blades on Monopile-Type Offshore Wind Turbines

Abstract

Installation of wind-turbine blades on monopile-type offshore wind turbines is a demanding task. Typically, a jack-up crane vessel is used, and blades are individually lifted from the vessel deck and docked with the preinstalled hub. During the process of mating, large relative motions are developed between the hub and root due to combined effects of wind-generated blade-root responses and wave-generated monopile vibrations. This can cause impact loads at the blade root and induce severe damages at the blade-root connection. Such events are highly likely to cause the failure of the mating task, while affecting the subsequent activities, and thus require competent planning. The purpose of this paper is to present a probabilistic response-based methodology for estimating the allowable sea states for planning a wind-turbine blade-mating task, considering impact risks with the hub as the hazardous event. A case study is presented where the installation system consisting of blade-lift and monopile system are modelled using multibody formulations. Time-domain analyses are carried out for various sea states, and impact velocities between root and hub are analyzed. Finally, an extreme value analysis using the Gumbel fitting of response parameters is performed and limiting sea state curves are obtained by comparing characteristic extreme responses with allowable values. It is found that the limiting sea states for blade-root mating tasks are low for aligned wind–wave conditions, and further increase with increased wind–wave misalignment. The results of the study also show that the parameter T p is essential for estimating limiting sea states given that this parameter significantly influences monopile vibrations during the blade-root mating task. Overall, the findings of the study can be used for a safer and more cost-effective mating of wind-turbine blades.

Damage identification of a jacket support structure for offshore wind turbines

“…Common response surfaces (RS) are polynomials, Kriging models, and ANNs. Applications of RS in offshore engineering can be found in [15][16][17]. In this work, we considered backpropagation neural networks to represent the RS, and used the combined damage index [ , ∆Ψ] and the element damages (ΔE) as the training data for the networks.…”

Evaluation of the Impact of Weather-Related Limitations on the Installation of Offshore Wind Turbine Towers

“…Several numerical studies have been carried out investigating turbine behavior during turbine installation. Most studies concluded that wind-induced motions of the blade and wind and wave-induced motions of the tower limit the installation of blades [28][29][30][31].…”

Effects of Wind-Wave Misalignment on a Wind Turbine Blade Mating Process: Impact Velocities, Blade Root Damages and Structural SafetyAssessment

“…Majority of the misalignment occurs till 30°, with frequency being less than 5% for wind-wave misalignment greater than 60° ( Bachynski et al 2014). Currently, there are limited published literature sources (Jiang et al 2018;Verma et al 2019c;Verma et al 2019d;Verma et al 2020a;Verma et al 2020b) dealing with the effects of wind-wave misalignment on the installation phases of OWTs, although several studies in the past emphasised operational and parked conditions of OWTs for design purposes. Barj et al (2014), Bachynski et al (2014) and Zhou et al (2017) investigated the effect of misalignment on the operational loads for floating OWTs, whereas Fischer et al (2011) investigated the effect of misalignment on monopile-type OWTs.…”