Development and verification of dynamic structural model of wind turbine tower based on the geometrically exact beam theory

Introduction: In this paper, a dynamic structural response simulation program TwrDyn for wind turbine tower is developed based on geometrically exact beam theory model, and the program is verified by comparing with numerical simulation and experiment results. Results and discussion: The results show that TwrDyn program can accurately predict the dynamic deformation and load response characteristics of large wind turbine tower under normal and extreme operation conditions, in which the prediction deviations of tower deformation and load response are less than 6.8% and 5.2%, respectively. The program developed in the present study can provide reliable prediction results for tower response characteristics.

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Publication Details

Journal
Frontiers in Energy Research
Published
2025-03-31
DOI
https://doi.org/10.3389/fenrg.2025.1569659
Citations
1
Primary Topic
Vibration and Dynamic Analysis
Type
article
Field-Weighted Citation Impact
1.21
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article

Development and verification of dynamic structural model of wind turbine tower based on the geometrically exact beam theory

Hao Guo, Le Zhou, Lu Ma, Xin Shen et al.
1 citations
Frontiers in Energy Research
Vibration and Dynamic Analysis
1.21
article

Development and verification of dynamic structural model of wind turbine tower based on the geometrically exact beam theory

Hao Guo, Le Zhou, Lu Ma, Xin Shen, Dinghua Yang
article en
1 citations

Abstract

Introduction: In this paper, a dynamic structural response simulation program TwrDyn for wind turbine tower is developed based on geometrically exact beam theory model, and the program is verified by comparing with numerical simulation and experiment results. Results and discussion: The results show that TwrDyn program can accurately predict the dynamic deformation and load response characteristics of large wind turbine tower under normal and extreme operation conditions, in which the prediction deviations of tower deformation and load response are less than 6.8% and 5.2%, respectively. The program developed in the present study can provide reliable prediction results for tower response characteristics.

Frontiers in Energy ResearchVol. 13
China Three Gorges Corporation (China) (CN), Shanghai Jiao Tong University (CN)
Openalex Percentile: Top 23%
Vibration and Dynamic Analysis
1.21
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Development and verification of dynamic structural model of wind turbine tower based on the geometrically exact beam theory — Hao Guo, Le Zhou, et al. · Frontiers in Energy Research (2025) | TGRS Research Map | TGRS