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CORDIS - Forschungsergebnisse der EU
CORDIS

Foundations foR Offshore wiNd TurbInES

CORDIS bietet Links zu öffentlichen Ergebnissen und Veröffentlichungen von HORIZONT-Projekten.

Links zu Ergebnissen und Veröffentlichungen von RP7-Projekten sowie Links zu einigen Typen spezifischer Ergebnisse wie Datensätzen und Software werden dynamisch von OpenAIRE abgerufen.

Leistungen

Model-updating method - skeleton version (öffnet in neuem Fenster)

A finite-element model updating approach capable of estimating the mass and damping influence of soil in large-strain dynamic soil-structure interaction, verified against centrifuge model data - preliminary (skeleton) version

Optimised scour design and protection for GBS - preliminary (öffnet in neuem Fenster)

Optimised design method for scour evaluation around GBS and scour protection design method optimised to the requirements of the likely scour condition, validation against computational fluid dynamic analyses and scaled tests - preliminary version

SSI model - preliminary (öffnet in neuem Fenster)

A set of curves describing the evolution of irreversible settlements and capacity with the number of cycles that depend on foundation and soil improvement geometry - preliminary version

CPT cyclic model - preliminary (öffnet in neuem Fenster)

A numerical modelling framework for cyclic soil-pile interaction of large-diameter monopiles using CPT data under scour - preliminary

Create Dissemination Channels (e-Flyers, e-Brochures, Press Releases, e-Book) (öffnet in neuem Fenster)

Report outlining the creation of the various Dissemination Channels (e-Flyers, e-Brochures, Press Releases, and e-Book)

Fatigue model for spatial/temporal soil behaviour - preliminary (öffnet in neuem Fenster)

A methodology for fatigue design for offshore wind foundations incorporating spatial and temporal uncertainty of soil stratigraphy (initial or along the wind turbine lifetime) - preliminary version

Capacity model incorporating soil layer variability - preliminary (öffnet in neuem Fenster)

A new design methodology to quantify the impact of local soil conditions at the pile base on the axial resistance and stiffness of open-ended piles used as monopiles, jacket piles or anchors for floating wind projects - preliminary

Cyclic model - preliminary (öffnet in neuem Fenster)

A data-informed analytical model to predict the cyclic response of foundations under 1000s of load cycles incorporating installation effects and cyclic load ratio - preliminary version

Aging curves - preliminary (öffnet in neuem Fenster)

Design curves for aging that relate the aging (capacity) to the pile geometry - preliminary version

Deformation model - preliminary (öffnet in neuem Fenster)

Data-informed analytical model to estimate 3D rotation accumulation from multi-directional loads - preliminary version

Uncertainty model - preliminary (öffnet in neuem Fenster)

A new model quantifying the uncertainty surrounding soil variability in various directions with a view to better understanding the potential variation in resistance and stiffness parameters with resulting impact on foundation serviceability - preliminary version

Driveability model - preliminary (öffnet in neuem Fenster)

Validated modelling platform to predict monopile driveability. Quantitative understanding of installation effects. Improved design procedures for offshore foundations. Preliminary version of the model.

Create FRONTIErS Website (öffnet in neuem Fenster)

FRONTIErS Website to be created in M2

Animated Film (öffnet in neuem Fenster)

Consortium will jointly produce a short animated film, “FRONTIErS Energy”, exploring key issues faced by the industry and the reasons for the careful development of each IRP, in the context of solving issues surrounding the rapid development of turbine sizesoffshore. It will highlight main findings, proposed outputs (Design Guidelines), expected benefits for industry deployment, and the potential future cost savings to society. This video will be posted on YouTube and embedded on the FRONTIErS website.

Veröffentlichungen

Assessment Of Empirical Equations For Predicting Scour Depth Around Gravity Base Foundations (öffnet in neuem Fenster)

Autoren: K. Dalili Khanghah, C. Altomare, X. Gironella, I. D’Angiuro, R. G. García, J. Sarmiento
Veröffentlicht in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-88

Experimental Approach Towards Investigating Cyclic Load Response of a Suction Anchor (öffnet in neuem Fenster)

Autoren: M. A. Toma; A. M. Marshall; C. Heron; L. J. Prendergast; V. Zania
Veröffentlicht in: Offshore Technology Conference, 2025
Herausgeber: Society of Petroleum Engineers
DOI: 10.4043/35845-MS

Effect of Monopile Geometry and Soil Uncertainty Propagation on Estimated Natural Frequency of Offshore Wind Turbines (öffnet in neuem Fenster)

Autoren: M. Montserrat, M. Arroyo, L. J. Prendergast, C. Reale, T. Miras, E. Fekhari
Veröffentlicht in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-439

Physical model to investigate the effect of multidirectional cyclic loading on monopile foundations (öffnet in neuem Fenster)

Autoren: A. M. Zerihun, Y. Pan, G. Eiksund
Veröffentlicht in: 5TH INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS, 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-97

Evaluating Soil Reaction Models for Offshore Wind Turbine Monopile Foundations: Implications for ULS and FLS Design (öffnet in neuem Fenster)

Autoren: J. Tott-Buswell, S. Delgado-Trujillo, L. J. Prendergast, S. Jalbi, J. Hilton, S. Berberic
Veröffentlicht in: 5th International Conferences on Soil Mechanics and Geotechnical Engineering, 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-62

Evaluation of Gmax CPT correlations on an offshore site in the Netherlands (öffnet in neuem Fenster)

Autoren: S. Reidy, R.T. Klinkvort, E. Anderson, H.P. Jostad, K. Gavin
Veröffentlicht in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-203

A constitutive model accounting for grain crushing in silica sands (öffnet in neuem Fenster)

Autoren: D. León-Vanegas, L.Monforte, M. Arroyo, A. Gens
Veröffentlicht in: 5th International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-136

Analysing hammer impact duration on driveability resistance through instrumented field tests (öffnet in neuem Fenster)

Autoren: S. Banaei Moghadam, K. Duffy, L. Flessati, K. Gavin, C.J. Stokman, J.M van Wijk
Veröffentlicht in: ISFOG 2025 5TH INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS, 2025
Herausgeber: International Society for Soil Mechanics and Geotechnical Engineering
DOI: 10.53243/ISFOG2025-111

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