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    Study on coupling effect of TLP-type FOWT with flex-joints

    Access Status
    Fulltext not available
    Authors
    Meng, X.
    Liu, M.
    Li, Y.
    Chu, D.
    Wu, Changzhi
    Date
    2017
    Type
    Conference Paper
    
    Metadata
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    Citation
    Meng, X. and Liu, M. and Li, Y. and Chu, D. and Wu, C. 2017. Study on coupling effect of TLP-type FOWT with flex-joints, pp. 460-465.
    Source Title
    Proceedings of the International Offshore and Polar Engineering Conference
    ISBN
    9781880653975
    School
    School of Design and the Built Environment
    URI
    http://hdl.handle.net/20.500.11937/62267
    Collection
    • Curtin Research Publications
    Abstract

    Copyright © 2017 by the International Society of Offshore and Polar Engineers (ISOPE). This paper studies the integral responses of tension leg platform movement with the coupled tower. Connection modes of tendons, such as flex-joints and clamped connections are investigated. The idealization of generalized single degree of freedom system for a floating offshore wind turbine with tension leg platform foundation is put forward to illustrate dynamic properties of the support structure. Optimization design aiming at avoiding resonance of wind turbines and sum-frequency of wave excitation is applied to define principal dimensions of the optimal model in moderately deep water. Assuming certain environmental conditions and equivalent loads of the 5.0MW wind turbine, transient dynamic analysis of the optimal structure is carried out to demonstrate responses of the foundation full or half coupled with the tower. It is found that in moderately deep water around 100m, the coupling effect of the tower and types of connections of tendons are not negligible. This study would serve as a reference of optimization analysis of the appropriate offshore wind turbine support structures.

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