STRUCTURAL LIFE-CYCLE ENHANCEMENT OF NEXT-GENERATION ONSHORE AND OFFSHORE WIND FARMS
Lead Research Organisation:
UNIVERSITY OF EXETER
Department Name: Engineering
Abstract
The proposed research aims to develop an innovative mitigation device to protect the next-generation onshore and offshore wind farms from dynamic loading caused by extreme natural events.
In 2020, 20% of the UK's electricity was obtained from wind using both onshore and offshore windfarms. In order to increase this percentage and help the UK address its climate change target, new wind farms, with taller and larger wind turbines, and situated in more extreme locations are planned. Projections of growth also indicate the expansion into emerging markets and construction of new wind farms in developing countries. Therefore, these next-generation wind turbines will have to cope with harsher climate conditions induced by stronger storms and taller sea waves, and extreme events such as earthquakes and tsunamis. Several simplifying assumptions used for the design of previous generations of wind turbines can no longer be applied and new critical factors and uncertainties linked to power-generation efficiency and structural safety will emerge, affecting their resilience and life-cycle. The particular area of focus of this research is the traditional transition piece of a wind turbine, which is a structural element that connects the tower with its foundation and will have to tolerate extreme stresses induced by dynamic loading during extreme natural events. The aim is to replace the traditional connector with a novel mechanical joint of hourglass shape, termed an Hourglass Lattice Structure (HLS). This innovation will combine the unique features of two proven technologies extremely effective in seismic engineering, namely the "reduced beam section" approach and the "rocking foundation" design. In particular, the proposed HLS device, because of its hourglass shape, will facilitate the rocking behaviour in order to create a highly dissipating "fuse" which will protect the wind tower and foundation.
Performance of the novel proposed device on the structural life-cycle risk will be assessed through analytical, numerical, and experimental investigation by using, as a measure of efficiency, the levelized cost of energy (LCOE), namely the cost per unit of energy based on amortized capital cost over the project life.
In addition, experimental testing of offshore small-scale wind turbines will be carried out by means of an innovative test rig, the first-ever underwater shake-table hosted in a hydraulic flume that will be deployed, calibrated, and used to simulate multi-hazard scenarios such as those recently discovered and dubbed "stormquakes".
The successful outcome of this timely project will allow next-generation wind turbines to be more resilient and cost effective so that wind energy can develop as a competitive renewable energy resource with less need for government subsidy. The inclusion of industrial partners in all stages of the project ensures that the technical developments will be included in commercial devices for a medium-long term impact.
In 2020, 20% of the UK's electricity was obtained from wind using both onshore and offshore windfarms. In order to increase this percentage and help the UK address its climate change target, new wind farms, with taller and larger wind turbines, and situated in more extreme locations are planned. Projections of growth also indicate the expansion into emerging markets and construction of new wind farms in developing countries. Therefore, these next-generation wind turbines will have to cope with harsher climate conditions induced by stronger storms and taller sea waves, and extreme events such as earthquakes and tsunamis. Several simplifying assumptions used for the design of previous generations of wind turbines can no longer be applied and new critical factors and uncertainties linked to power-generation efficiency and structural safety will emerge, affecting their resilience and life-cycle. The particular area of focus of this research is the traditional transition piece of a wind turbine, which is a structural element that connects the tower with its foundation and will have to tolerate extreme stresses induced by dynamic loading during extreme natural events. The aim is to replace the traditional connector with a novel mechanical joint of hourglass shape, termed an Hourglass Lattice Structure (HLS). This innovation will combine the unique features of two proven technologies extremely effective in seismic engineering, namely the "reduced beam section" approach and the "rocking foundation" design. In particular, the proposed HLS device, because of its hourglass shape, will facilitate the rocking behaviour in order to create a highly dissipating "fuse" which will protect the wind tower and foundation.
Performance of the novel proposed device on the structural life-cycle risk will be assessed through analytical, numerical, and experimental investigation by using, as a measure of efficiency, the levelized cost of energy (LCOE), namely the cost per unit of energy based on amortized capital cost over the project life.
In addition, experimental testing of offshore small-scale wind turbines will be carried out by means of an innovative test rig, the first-ever underwater shake-table hosted in a hydraulic flume that will be deployed, calibrated, and used to simulate multi-hazard scenarios such as those recently discovered and dubbed "stormquakes".
The successful outcome of this timely project will allow next-generation wind turbines to be more resilient and cost effective so that wind energy can develop as a competitive renewable energy resource with less need for government subsidy. The inclusion of industrial partners in all stages of the project ensures that the technical developments will be included in commercial devices for a medium-long term impact.
Publications
Rostami R
(2023)
A novel reduced column section approach for the seismic protection of wind turbines
in Engineering Structures
Tombari A
(2024)
A rigorous possibility approach for the geotechnical reliability assessment supported by external database and local experience
in Computers and Geotechnics
Related Projects
| Project Reference | Relationship | Related To | Start | End | Award Value |
|---|---|---|---|---|---|
| EP/W001071/1 | 31/08/2021 | 02/06/2023 | £220,947 | ||
| EP/W001071/2 | Transfer | EP/W001071/1 | 03/06/2023 | 30/05/2024 | £91,531 |
| Description | The three main key findings are: 1. Development of the "Reduced Column Section" (RCS) concept - This concept has been introduced to mitigate the seismic response of both onshore and offshore wind turbines. It is based on designing the transition piece of a wind turbine with an hourglass shape, which reduces the natural period and localises stresses in the reduced section, thereby protecting the tower and foundation. This concept has been further extended to an hourglass lattice structure (HLS), a practical application of the RCS. Mitigation effects of up to 30% on the tower and 20% on the foundation have been observed. 2. Development of a novel reliability method for geotechnical engineering - This method is based on a properly calibrated data-driven approach and is designed to be accessible to practitioners using fundamental engineering knowledge, without requiring specialised studies. The method encourages digitalisation in geotechnical engineering and has the potential to be extended to artificial intelligence applications, as it rigorously quantifies engineering experience within the reliability framework. It has been specifically calibrated for wind turbine foundations but could be applied to various geotechnical problems. A software has been created to facilitate its application. 3. Proposal of an artificial "Added Damping Factor" - This factor has been introduced to account for energy dissipation in the soil-foundation system. Typically, the preliminary design of wind turbines (i.e., tower and RNA) assumes a fixed-base model, neglecting the soil-foundation interaction to enable the rapid computation of thousands of simulations. However, wind turbine dynamics induce significant soil-pile displacements, which can cause soil yielding and energy dissipation. Ignoring this phenomenon leads to the overdesign of structural components. This research has developed a simplified approach that incorporates an approximate soil-foundation system without increasing computational complexity. This research has led to an important collaboration with geologists at the British Geological Survey and engineers at COWI A/S. The first two key findings have opened two ongoing research strands, which continue to attract funding for PhD studies. The third finding, while not considered a negative result, has not proven as useful as other classical methods in soil-structure interaction and could be significantly improved. As a result, this research path is likely to be discontinued. Nevertheless, it may still attract interest for specific applications, particularly where practitioners or academics are not experts in geotechnical modelling and an industrial collaboration is sought for broader outreach. |
| Exploitation Route | The Reduced column section approach can be also tested to protect civil buildings rather than wind turbines. Numerical simulations and experimental testing are required. The data-driven reliability approach can be extended to various problems in geotechnical engineering and large datasets can be implemented. |
| Sectors | Construction Environment |
| URL | https://antroxev.github.io/POSSRELAPP/ |
| Description | The developed data-driven approach was presented at the BGS Geotechnical Data Standardisation Project Workshop in May 2024 at The Crown Estate, London. This showcased one of the potential applications of geotechnical data for commercialisation. A summary of the application has been published in the technical report for The Crown Estate (Open Report OR/24/034), titled "BGS Geotechnical Data Standardisation Project Phase 2 Summary Report." The report aims to review the geotechnical data held on the Marine Data Exchange and enhance data accessibility and interoperability. This is essential for improving our understanding of the marine environment and sub-seabed, which is key to the future of sustainable offshore development and asset management. Facilitating the integration of data, as demonstrated in the proposed data-driven reliability approach, is fundamental for future commercial development-focused studies and scientific research, helping to build a more informed understanding of marine environments. |
| First Year Of Impact | 2024 |
| Sector | Other |
| Impact Types | Policy & public services |
| Description | COWIfonden Fast&Furious |
| Amount | 100,000Â kr. (DKK) |
| Funding ID | DKM/knl/F-165.08 |
| Organisation | Cowi Foundation |
| Sector | Private |
| Country | Denmark |
| Start | 02/2024 |
| End | 07/2024 |
| Description | Research Collaboration with the British Geological Survey |
| Organisation | British Geological Survey |
| Country | United Kingdom |
| Sector | Academic/University |
| PI Contribution | Contribution to the BGS Geotechnical Data Standardisation Project Workshop in May 2024 at The Crown Estate, London. A summary of the application has been published in the technical report for The Crown Estate (Open Report OR/24/034), titled "BGS Geotechnical Data Standardisation Project Phase 2 Summary Report." |
| Collaborator Contribution | Providing and elaborating geotechnical datasets used for implementing the novel data-driven reliability approach. |
| Impact | "BGS Geotechnical Data Standardisation Project Phase 2 Summary Report." - Open Report OR/24/034 |
| Start Year | 2021 |
| Title | POSSREL |
| Description | POSSREL is data-driven generator required to perform possibility reliability assessment for offshore and onshore wind turbine foundations. Software generated through the collaboration with the British Geological Survey |
| Type Of Technology | Webtool/Application |
| Year Produced | 2024 |
| Open Source License? | Yes |
| Impact | Submitted paper (under review) for Computer & Geotechnics |
| Description | Linkedin Post |
| Form Of Engagement Activity | Engagement focused website, blog or social media channel |
| Part Of Official Scheme? | No |
| Geographic Reach | International |
| Primary Audience | Professional Practitioners |
| Results and Impact | 2545 impressions of the research finding. |
| Year(s) Of Engagement Activity | 2023 |
| URL | https://www.linkedin.com/pulse/can-wind-turbine-transition-piece-designed-mitigate-tombari/ |
