Study of the behavior of offshore wind turbine monopiles under monotonic and cyclic lateral loading
Study of the behavior of offshore wind turbine monopiles under monotonic and cyclic lateral loading
This chapter presents a study on the behaviour of monopiles for offshore wind turbines under lateral loading, with a special focus on monopiles grounded in clayey soils. It considers a one-way cyclic loading in order to analyze the effect of cyclical accumulation on force- displacement curves of monopiles. The chapter is based on an anisotropic constitutive law, the influence of both types of anisotropy has been studied. It dedicates to the numerical analysis of the monopile. The chapter discusses two cases of monotonic and cyclic lateral loading in order to study the effect of different aspects of soil behaviour in p-y reaction curves. Two-dimensional modeling in the plane deformation state is then only valid for the second failure mechanism. Pile monotonic loading is controlled in displacement. It consists of applying a lateral displacement to the section of the pile with a constant rate of up to 10% of the diameter of the pile.
Anisotropic constitutive law, Cyclic lateral loading, Offshore Wind Turbine Monopiles behaviour, One-way cyclic loading, Pile monotonic loading, Two-dimensional modelling
57-83
Ahayan, Sanae
7f7d0a1c-0866-402d-bd87-267f803e4852
Kotronis, Panagiotis
126aadad-398a-4deb-913d-3092f796d4b0
Yin, Zhen Yu
e456ff12-bcee-47e6-b9a6-fb6a2bb0df21
Cerfontaine, Benjamin
0730daf4-9d6b-4f2d-a848-a3fc54505a02
Collin, Frédéric
27fa6a2d-f8e2-473f-a3b2-070eca6a9c3a
11 October 2019
Ahayan, Sanae
7f7d0a1c-0866-402d-bd87-267f803e4852
Kotronis, Panagiotis
126aadad-398a-4deb-913d-3092f796d4b0
Yin, Zhen Yu
e456ff12-bcee-47e6-b9a6-fb6a2bb0df21
Cerfontaine, Benjamin
0730daf4-9d6b-4f2d-a848-a3fc54505a02
Collin, Frédéric
27fa6a2d-f8e2-473f-a3b2-070eca6a9c3a
Ahayan, Sanae, Kotronis, Panagiotis, Yin, Zhen Yu, Cerfontaine, Benjamin and Collin, Frédéric
(2019)
Study of the behavior of offshore wind turbine monopiles under monotonic and cyclic lateral loading.
In,
Risk Evaluation And Climate Change Adaptation Of Civil Engineering Infrastructures And Buildings: Project RI-ADAPTCLIM.
Wiley, .
(doi:10.1002/9781119671428.ch2).
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Book Section
Abstract
This chapter presents a study on the behaviour of monopiles for offshore wind turbines under lateral loading, with a special focus on monopiles grounded in clayey soils. It considers a one-way cyclic loading in order to analyze the effect of cyclical accumulation on force- displacement curves of monopiles. The chapter is based on an anisotropic constitutive law, the influence of both types of anisotropy has been studied. It dedicates to the numerical analysis of the monopile. The chapter discusses two cases of monotonic and cyclic lateral loading in order to study the effect of different aspects of soil behaviour in p-y reaction curves. Two-dimensional modeling in the plane deformation state is then only valid for the second failure mechanism. Pile monotonic loading is controlled in displacement. It consists of applying a lateral displacement to the section of the pile with a constant rate of up to 10% of the diameter of the pile.
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Published date: 11 October 2019
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Publisher Copyright:
© ISTE Ltd 2019. Published by ISTE Ltd and John Wiley & Sons, Inc.
Keywords:
Anisotropic constitutive law, Cyclic lateral loading, Offshore Wind Turbine Monopiles behaviour, One-way cyclic loading, Pile monotonic loading, Two-dimensional modelling
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Local EPrints ID: 481104
URI: http://eprints.soton.ac.uk/id/eprint/481104
PURE UUID: 227695ab-fb69-437e-8bb6-75246b65e006
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Date deposited: 15 Aug 2023 16:53
Last modified: 06 Jun 2024 02:08
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Contributors
Author:
Sanae Ahayan
Author:
Panagiotis Kotronis
Author:
Zhen Yu Yin
Author:
Frédéric Collin
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