Dynamic Response of Pile at Waterwave Load and Seismic Load Article Swipe
The pile foundation of offshore wind turbines is not only subjected to the cyclic action of wave load, but also the threat of seismic load. Therefore, the environment of pile in the ocean is complex. However, most theoretical investigations have often focused on the seabed response at water wave load or seismic load respectively. In this paper, a wave-seismic-pile-seabed coupling model is constructed by using the finite element method. The numerical analysis is based on the implicit dynamic analysis in Abaqus. Morison’s equations are used to simulate the effect of water wave on pile foundation. The Mohr-Coulomb model is adopted to simulate the seabed while the pile is considered as an elastic medium. The earthquake is applied on the bottom of the model as acceleration. The dynamic response of the pile embedded in seabed are studied, such as acceleration, displacement, shear force, and bending moment. The results show that seismic load has an important influence on the single pile foundation of offshore wind turbine. Under the action of earthquake load, the acceleration and displacement response of the pile are amplified to a certain extent. The properties of the soil and the parameters of the pile are crucial to the design of the single pile foundation for offshore wind turbines.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doaj.org/article/30beb660ffa449d593fa31b57b133402
- OA Status
- green
- Cited By
- 2
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W3216453801
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W3216453801Canonical identifier for this work in OpenAlex
- DOI
-
https://doi.org/10.16183/j.cnki.jsjtu.2020.142Digital Object Identifier
- Title
-
Dynamic Response of Pile at Waterwave Load and Seismic LoadWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2021Year of publication
- Publication date
-
2021-06-01Full publication date if available
- Authors
-
Qi ZhangList of authors in order
- Landing page
-
https://doaj.org/article/30beb660ffa449d593fa31b57b133402Publisher landing page
- Open access
-
YesWhether a free full text is available
- OA status
-
greenOpen access status per OpenAlex
- OA URL
-
https://doaj.org/article/30beb660ffa449d593fa31b57b133402Direct OA link when available
- Concepts
-
Pile, Dynamic load testing, Seismic loading, Geology, Structural engineering, Geotechnical engineering, Seismology, EngineeringTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
2Total citation count in OpenAlex
- Citations by year (recent)
-
2025: 1, 2024: 1Per-year citation counts (last 5 years)
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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