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Innovative Rocking-Based Design Optimization for Onshore Wind Turbine Foundations under Multihazard Loading

Project description

Novel design solution for reliable onshore wind turbines

Onshore wind turbines have become an increasingly important part of renewable and sustainable energy initiatives, and new turbines are being constructed more frequently. They are expected to play a key role in achieving the green transition. Unfortunately, the growing size of modern turbines and the increasing frequency of climate-induced hazards are making traditional design methods obsolete. Supported by the Marie Skłodowska-Curie Actions programme, the ROCKWIND project aims to develop state-of-the-art high-fidelity finite element models that account for nonlinear soil-structure interaction, contact mechanics, and controlled rocking at the foundation and tower interfaces. Furthermore, it will explore and introduce novel energy-dissipating and semi-rigid strategies, as well as key techniques and reliability frameworks.

Objective

This project proposes a transformative approach to the design of onshore wind turbine foundations by introducing and optimizing rocking-based solutions under multihazard loading conditions. Traditional design methods assume rigid foundation behavior and enforce a no-gapping criterion, often leading to over-conservative or suboptimal designs that fail to account for nonlinear soil-structure interaction (SSI) effects, especially under extreme wind and seismic events. As turbine sizes grow and climate-induced hazards become more frequent, current deterministic approaches fall short in ensuring resilience, cost-effectiveness, and sustainability.

The project advances the state-of-the-art by developing high-fidelity finite element (FE) models that incorporate nonlinear SSI, contact mechanics, and controlled rocking at the foundation and tower interfaces. These models will be validated using real-world failure cases and experimental tests on scaled prototypes. Novel semi-rigid and energy-dissipating connection strategies will be explored to enable controlled deformation and reduce damaging forces during dynamic events.

In parallel, a comprehensive reliability-based multihazard risk framework will be established, leveraging probabilistic methods such as Monte Carlo simulations and FORM/SORM techniques to quantify performance under stochastic loading. This will enable the generation of fragility curves and optimized foundation configurations tailored to site-specific hazard profiles and soil conditions.

By integrating computational mechanics, geotechnical engineering, structural dynamics, and probabilistic risk analysis, the project will deliver design guidelines and decision-support tools for resilient wind turbine foundation systems. The outcomes aim to inform future standards and support the transition to more robust and adaptive renewable energy infrastructure.

Fields of science (EuroSciVoc)

Keywords

Programme(s)

Topic(s)

Funding Scheme

HORIZON-TMA-MSCA-PF-EF - HORIZON TMA MSCA Postdoctoral Fellowships - European Fellowships

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Call for proposal

(opens in new window) HORIZON-MSCA-2025-PF

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Coordinator

UNIVERSITY OF STRATHCLYDE
Net EU contribution
€ 345 234,90
Address
Richmond Street 16
G1 1XQ Glasgow
United Kingdom
Activity type
Higher or Secondary Education Establishments
Links
Total cost
No data

Partners (2)