Abstract

The modal response of a four-legged jacket structure to damages are explored and resulting considerations for damage detection are discussed. A finite element model of the Wikinger (Iberdrola) jacket structure is used to investigate damage detection. Damages, such as cracks, scour, corrosion and more, are modelled in a simulation environment. The resulting modal parameters are calculated, these parameters are compared to those from an unaltered structure and metrics are calculated including frequency change, modal assurance criterion and modal flexibility. A highly detailed design-model is used to conduct a sensitivity study on modal parameters for a range of changes. By conducting this on the same structure, this acts as a useful reference for those interested in the dynamic response of offshore wind jacket structures. Additionally, this paper addresses the issue of changes in mode parameters resulting from turbine yaw. This paper also considers the challenge of mode-swapping in semi-symmetric structures and proposes several approaches for addressing this. Damage typically results in a reduction of frequency and change in mode shapes, but in ways which can be distinguished from other structural changes, given the extent of this model. These findings are important considerations for modal-based damage detection of offshore wind support structures.

Highlights

  • Operation and maintenance activities make up a large portion of the levelized cost of energy for offshore wind power

  • The results this study reveal several findings about the behavior this jacket structure and about the potential for damage detection based on these measurement values

  • The resultsasoftothis study reveal several findings about thecases. Behavior of this jacket structure and should bebe made the applicability ofof these results to other terms ofof similar models of should made as to the applicability these results to other cases.InIn terms similar models of about the potential for damage detection based on these measurement values

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Summary

Introduction

Operation and maintenance activities make up a large portion of the levelized cost of energy for offshore wind power Operators spend this money because the cost of failure is larger and comprises the cost of repairs, loss of productivity and loss of remaining fatigue life caused in the time the asset still operates while the structure is in a condition of exceeded design parameters. Detecting the exceedance of design parameters quickly can save a lot of money, identifying the type of damage and assessing its severity can provide considerable further benefits It was found in a cost-benefit analysis that implementing structural health monitoring on offshore wind support structures significantly reduced the operational expense [1,2]. This is a problem facing offshore wind as it expands to locations with seismic activity [3,4]

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