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Please use this identifier to cite or link to this item: http://idr.iitbbs.ac.in/jspui/handle/2008/565
Title: Dynamic analysis of offshore wind turbine in clay considering soil-monopile-tower interaction
Authors: Bisoi S.
Haldar S.
Keywords: Dynamics
Monopile
Offshore wind turbine
Soil nonlinearity
Soil-structure interaction
Wind and wave loading
Issue Date: 2014
Citation: 73
Abstract: A comprehensive study is performed on the dynamic behavior of offshore wind turbine (OWT) structure supported on monopile foundation in clay. The system is modeled using a beam on nonlinear Winkler foundation model. Soil resistance is modeled using American Petroleum Institute based cyclic p-y and t-z curves. Dynamic analysis is carried out in time domain using finite element method considering wind and wave loads. Several parameters, such as soil-monopile-tower interaction, rotor and wave frequencies, wind and wave loading parameters, and length, diameter and thickness of monopile affecting the dynamic characteristics of OWT system and the responses are investigated. The study shows soil-monopile-tower interaction increases response of tower and monopile. Soil nonlinearity increases the system response at higher wind speed. Rotor frequency is found to have dominant role than blade passing frequency and wave frequency. Magnitude of wave load is important for design rather than resonance from wave frequency. � 2014 Elsevier Ltd.
URI: http://dx.doi.org/1016/j.soildyn.2014.03.006
http://10.10.32.48:8080/jspui/handle/2008/565
Appears in Collections:Research Publications

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