Abstract

The present study employs the power series method (PSM) to accurately predict the natural frequencies of eleven offshore wind turbines (OWT). This prediction is very important as it helps in the quick verification of experimental or finite element results. This study idealizes the OWT as a stepped Euler-Bernoulli beam carrying a top mass and connected at its bottom to a flexible foundation. The first part of the beam represents a monopile and the transition piece while its second part is a tower. The foundation is modeled using three springs (lateral, rotational, and cross-coupling springs). This work’s aim is at improving therefore the previous researches, in which the whole wind turbine was taken as a single beam, with a tower being tapered and its wall thickness being negligible compared to its diameter. In order to be closer to real-life OWT, three profiles of the tapered tower are explored: case 1 considers a tower with constant thickness along its height. Case 2 assumes a tower’s thickness being negligible compared to its mean diameter, while case 3 describes the tower as a tapered beam with varying thickness along its height. Next, the calculated natural frequencies are compared to those obtained from measurements. Results reveal that case 2, used by previous researches, was only accurate for OWT with tower wall thickness lower than 15 mm. Frequencies produced in case 3 are the most accurate as the relative error is up to 0.01%, especially for the OWT with thicknesses higher or equal to 15 mm. This case appears to be more realistic as, practically, wall thickness of a wind tower varies with its height. The tower-to-pile thickness ratio is an important design parameter as it highly has impact on the natural frequency of OWT, and must therefore be taken into account during the design as well as lateral and rotational coupling springs.

Highlights

  • In the future, the offshore wind turbines are expected to become a significant contributor to electricity in China and in the rest of the world

  • In order to test the accuracy of the power series method (PSM) on predicting the natural frequency of offshore wind turbines (OWT), considered as the stepped Euler-Bernoulli beam, a total of eleven real-world wind turbine will be analyzed

  • The parameters considered in this paper are characteristics of ten OWT from different wind farms as described in [7]

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Summary

Introduction

The offshore wind turbines are expected to become a significant contributor to electricity in China and in the rest of the world. They are generally designed to last 20 to 30 years at least. The most widely used substructure is the monopile, with the main advantage of being relatively easy and cheaper to manufacture and easy to install. It accounts for 81% in the OWT manufacture industries up to date [1] and suitable for water depths of up to 30 m. Its design remains fundamental in the construction of OWT because it undergoes the soil-structure interaction (SSI) effect [2]

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