Experimental study of load transfer mechanisms of onshore wind turbine foundations

In Europe, the development of the wind energy market will evolve between 2020 and 2030 towards a renewal of existing wind farms to reach the objectives set by the law on energy transition for green growth. This renewal process involves the replacement of wind turbines after their service lives by more powerful machines, which would necessitate reconstruction of new foundations to accept the loads of the larger turbine. To reduce environmental impacts and limit greenhouse gas emissions, this practice appears to be far from optimal. This paper therefore focuses on assessing the suitability of a 1g small-scale model as a tool to support an evolutionary design enabling reuse of existing foundations during repowering. As part of the FEDRE research project, the study evaluates the model’s ability to simulate foundation behavior under quasi-static loading. The broader methodology integrates field monitoring, small-scale testing, and COMSOL Multiphysics® simulations to assess the feasibility of reuse before proposing practical solutions.

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Publication Details

Journal
Sustainable Structures
Published
2025-05-01
DOI
https://doi.org/10.54113/j.sust.2025.000078
Primary Topic
Vibration and Dynamic Analysis
Type
article
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article

Experimental study of load transfer mechanisms of onshore wind turbine foundations

J.F. Georgin, Laurent Briançon, Janet Modu, Eric Antoinet
Sustainable Structures
Vibration and Dynamic Analysis
article

Experimental study of load transfer mechanisms of onshore wind turbine foundations

J.F. Georgin, Laurent Briançon, Janet Modu, Eric Antoinet
article en

Abstract

In Europe, the development of the wind energy market will evolve between 2020 and 2030 towards a renewal of existing wind farms to reach the objectives set by the law on energy transition for green growth. This renewal process involves the replacement of wind turbines after their service lives by more powerful machines, which would necessitate reconstruction of new foundations to accept the loads of the larger turbine. To reduce environmental impacts and limit greenhouse gas emissions, this practice appears to be far from optimal. This paper therefore focuses on assessing the suitability of a 1g small-scale model as a tool to support an evolutionary design enabling reuse of existing foundations during repowering. As part of the FEDRE research project, the study evaluates the model’s ability to simulate foundation behavior under quasi-static loading. The broader methodology integrates field monitoring, small-scale testing, and COMSOL Multiphysics® simulations to assess the feasibility of reuse before proposing practical solutions.

Sustainable StructuresVol. 5(2)
Openalex Percentile: Top 90%
Vibration and Dynamic Analysis
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Experimental study of load transfer mechanisms of onshore wind turbine foundations — J.F. Georgin, Laurent Briançon, et al. · Sustainable Structures (2025) | TGRS Research Map | TGRS