Failure Mode of Monopile Foundation for Offshore Wind Turbines under Monotonic Loading

Jun Ling Wang; Shu Wang Yan; Zhi Liang Huo

doi:10.4028/www.scientific.net/AMM.256-259.1071

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Failure Mode of Monopile Foundation for Offshore...

Failure Mode of Monopile Foundation for Offshore Wind Turbines under Monotonic Loading

Abstract:

The monopile foundation is usually subjected to vertical component (V), horizontal component (H) and moment component (M) in the design of offshore wind turbines.The three dimensional finite element numerical analyses were conducted to explore the failure mode of monopile foundation under monotonic loading. The failure modes under monotonic loading were obtained in different components. Soil produces different movement, and overall soil occurs wedge failure on both sides of monopile foundation.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

1071-1074

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.1071

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Online since:

December 2012

Authors:

Jun Ling Wang, Shu Wang Yan, Zhi Liang Huo

Keywords:

Failure Mode, Monopile Foundation, Monotonic Loading, Offshore Wind Turbine

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