Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 8
Abstract
This paper explores the application of a numerical method for modeling pseudorandom cyclic loading, at very large cycle numbers, to the design of offshore wind turbine foundations. The work expands the development of a novel constitutive modeling framework, the hyper-plastic accelerated ratcheting model (HARM), for which the key constitutive equations and the calibration method are presented. HARM captures both the nonlinear hysteretic behavior during cycling and the accumulation of permanent deformation (ratcheting) with large cycle numbers in a rigorous, yet computationally efficient manner, enabling the computation of foundation response over a lifetime of loading. This paper demonstrates how the approach can be applied to the cyclic pile field testing from the pile soil analysis (PISA) project. Following calibration, the model is used to assess pile response to three load signals representative of operational and extreme loads throughout the lifetime of a full-scale wind turbine foundation: (1) a short storm, (2) a 35-h storm, and (3) lifetime loading. The paper discusses how computational efficiency can be achieved while maintaining a high level of calculation accuracy.
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Data Availability Statement
Some data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Some data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions.
Acknowledgments
The authors acknowledge the contributions by Ørsted in providing support and funding for the development of this work. Byrne is supported by the Royal Academy of Engineering under the Research Chairs and Senior Research Fellowships scheme.
References
Abadie, C. N. 2015. “Cyclic lateral loading of monopile foundations in cohesionless soils.” D.Phil thesis, Dept. of Engineering Sciences, Univ. of Oxford.
Abadie, C. N., B. W. Byrne, and G. T. Houlsby. 2017. “Modelling of monopile response to cyclic lateral loading in sand.” In Proc., Offshore Site Investigation Geotechnics 8th Int. Conf., 1046–1053. London: Society for Underwater Technology.
Abadie, C. N., B. W. Byrne, and G. T. Houlsby. 2018. “Rigid pile response to cyclic lateral loading: Laboratory tests.” Géotechnique 69 (10): 863–876. https://doi.org/10.1680/jgeot.16.P.325.
Abadie, C. N., B. W. Byrne, G. T. Houlsby, H. J. Burd, R. A. McAdam, and W. J. A. P. Beuckelaers. 2020. “Modelling of offshore wind monopile lifetime performance.” In Proc., 4th Int. Symp. on Frontiers in Offshore Geotechnics (ISFOG). Hawthorne, NJ: Deep Foundations Institute.
Abadie, C. N., G. T. Houlsby, and B. W. Byrne. 2019. “A method for calibration of the hyperplastic accelerated ratcheting model (HARM).” Comput. Geotech. 112 (Aug): 370–385. https://doi.org/10.1016/j.compgeo.2019.04.017.
Achmus, M., Y.-S. Kuo, and K. Abdel-Rahman. 2009. “Behavior of monopile foundations under cyclic lateral load.” Comput. Geotech. 36 (5): 725–735. https://doi.org/10.1016/j.compgeo.2008.12.003.
API (American Petroleum Institute). 2010. Recommended practice for planning, designing and constructing fixed offshore platforms. Washington, DC: American Petroleum Institute.
Beuckelaers, W. J. A. P. 2017. “Numerical modelling of laterally loaded piles for offshore wind turbines.” D.Phil thesis, Dept. of Engineering Sciences, Univ. of Oxford.
Beuckelaers, W. J. A. P., G. T. Houlsby, and H. J. Burd. 2018. “A comparison of the series and parallel Masing-Iwan model in 2D.” In Numerical methods in geotechnical engineering IX, 173–178. Boca Raton, FL: CRC Press.
Byrne, B. W., et al. 2017. “PISA: New design methods for offshore wind turbine monopiles.” In Proc., Offshore Site Investigation Geotechnics 8th Int. Conf. Proc., 142–161. London: Society for Underwater Technology.
Byrne, B. W., et al. 2019. “PISA design methods for offshore wind turbine monopiles.” In Proc., Offshore Technology Conf., Offshore Technology Conf. Richardson, TX: Society of Petroleum Engineers.
Byrne, B. W., et al. 2020a. “PISA design model for monopiles for offshore wind turbines: Application to a stiff glacial clay till (PISA#7).” Géotechnique 70 (11): 1030–1047. https://doi.org/10.1680/jgeot.18.P.255.
Byrne, B. W., et al. 2020b. “Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden (PISA#3).” Géotechnique 70 (11): 970–985. https://doi.org/10.1680/jgeot.18.PISA.003.
DNV (Det Norske Veritas). 2014. Design of offshore wind turbine structures. DNV Offshore Standard (OS) J101. Cleveland, OH: Windpower Engineering & Development.
Golightly, C. 2014. “Tilting of monopoles—Long, heavy and stiff; pushed beyond their limits.” Ground Eng. 47 (1): 20–23.
Houlsby, G. T., C. N. Abadie, W. J. A. P. Beuckelaers, and B. W. Byrne. 2017. “A model for nonlinear hysteretic and ratcheting behaviour.” Int. J. Solids Struct. 120 (Aug): 67–80. https://doi.org/10.1016/j.ijsolstr.2017.04.031.
Houlsby, G. T., and A. M. Puzrin. 2006. Principles of hyperplasticity. London: Springer.
Jeanjean, P., Y. Zhang, A. Zakeri, K. Andersen, R. Gilbert, and A. Senanayake. 2017. “A framework for monotonic P-Y curves in clays.” In Proc., Offshore Site Investigation Geotechnics 8th Int. Conf. London: Society for Underwater Technology.
Kementzetzidis, E., F. Pisano, and A. V. Metrikine. 2022. “A memory-enhanced p-y model for piles in sand accounting for cyclic ratcheting and gapping effects.” Comput. Geotech. 148 (Aug): 104810. https://doi.org/10.1016/j.compgeo.2022.104810.
Kirkwood, P. B. 2015. “Cyclic lateral loading of monopile foundations in sand.” Ph.D. thesis, Dept. of Engineering, Univ. of Cambridge.
Klinkvort, R. T. 2012. “Centrifuge modelling of drained lateral pile-soil response.” Ph.D. thesis, Dept. of Civil Engineering, DTU.
LeBlanc, C., B. W. Byrne, and G. T. Houlsby. 2010a. “Response of stiff piles to random two-way lateral loading.” Géotechnique 60 (9): 715–721. https://doi.org/10.1680/geot.09.T.011.
LeBlanc, C., G. T. Houlsby, and B. W. Byrne. 2010b. “Response of stiff piles in sand to long-term cyclic lateral loading.” Géotechnique 60 (2): 79–90. https://doi.org/10.1680/geot.7.00196.
Little, R., and J.-L. Briaud. 1988. Cyclic horizontal load tests on six piles in sands at Houston ship channel. College Station, TX: Texas A&M Univ.
Liu, H., E. Kementzetzidis, J. A. Abell, and F. Pisano. 2021. “From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3DFE modelling using SANISAND-MS.” Géotechnique 72 (9): 753–768. https://doi.org/10.1680/jgeot.20.P.029.
Liu, H., F. Pisano, H. P. Jostad, and N. Sivasithamparam. 2022. “Impact of cyclic strain accumulation on the tilting behaviour of monopiles in sand: An assessment of the Miner’s rule based on SANDISAND-MS 3D FE modeling.” Ocean Eng. 250 (Apr): 110579. https://doi.org/10.1016/j.oceaneng.2022.110579.
Lombardi, D., S. Bhattacharya, and D. Muir Wood. 2013. “Dynamic soil-structure interaction of monopile supported wind turbines in cohesive soil.” Soil Dyn. Earthquake Eng. 49 (Jun): 165–180. https://doi.org/10.1016/j.soildyn.2013.01.015.
Malhotra, S. 2011. “Chapter 10—Selection, design and construction of offshore wind turbine foundations (online).” Accessed May 3, 2022. https://cdn.intechopen.com/pdfs/14804/InTech-Selection_design_and_construction_of_offshore_wind_turbine_foundations.pdf.
Masing, G. 1926. “Eiganspannungen und Verfestigung beim Messing.” In Proc., 2nd Int. Congress of Applied Mechanics. Zürich, Switzerland: Füssli.
McAdam, R. A., et al. 2020. “Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk.” Géotechnique 70 (11): 986–998. https://doi.org/10.1680/jgeot.18.PISA.004.
Miner, M. A. 1945. “Cumulative damage in fatigue.” J. Appl. Mech. 12 (3): A159–A164. https://doi.org/10.1115/1.4009458.
Murchison, J. M., and M. W. O'Neill. 1984. “An evaluation of p-y relationships in cohesionless soils.” In Analysis and design of pile foundations. Reston, VA: ASCE.
Page, A. M., R. T. Klinkvort, S. Bayton, Y. Zhang, and H. P. Jostad. 2020. “A procedure for predicting the permanent rotation of monopiles in sand supporting offshore wind turbines.” Mar. Struct. 75 (Jan): 102813. https://doi.org/10.1016/j.marstruc.2020.102813.
Poulos, H. G. 1982. “Single pile response to cyclic lateral load.” J. Geotech. Eng. Div. 108 (3): 355–375. https://doi.org/10.1061/AJGEB6.0001255.
Puech, A., and J. Garnier. 2017. Recommandations pour le dimensionnement des pieux sous chargements cycliques projet national SOLCYP, 452. Washington, DC: International Society for Technology in Education.
Reese, L. C., W. R. Cox, and F. D. Koop. 1974. “Analysis of laterally loaded piles in sand.” In Proc., 6th Offshore Technology Conf., 2. Richardson, TX: OnePetro. https://doi.org/10.4043/2080-MS.
Richards, I. A., B. W. Byrne, and G. T. Houlsby. 2020. “Monopile rotation under complex cyclic lateral loading in sand.” Géotechnique 70 (10): 916–930. https://doi.org/10.1680/jgeot.18.P.302.
Staubach, P., and T. Wichtmann. 2020. “Long-term deformations of monopile foundations for offshore wind turbines studied with a high-cycle accumulation model.” Comput. Geotech. 124 (Aug): 103553. https://doi.org/10.1016/j.compgeo.2020.103553.
Wichtmann, T., A. Niemunis, and T. Triantafyllidis. 2010. “Strain accumulation in sand due to drained cyclic loading: On the effect of monotonic and cyclic preloading (Miner’s rule).” Soil Dyn. Earthquake Eng. 30 (8): 736–745. https://doi.org/10.1016/j.soildyn.2010.03.004.
Zdravković, L., et al. 2020. “Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden (PISA#5).” Géotechnique 70 (11): 999–1013. https://doi.org/10.1680/jgeot.18.PISA.005.
Zhang, Y., K. H. Andersen, P. Jeanjean, K. Karlsrud, and T. Haugen. 2020. “Validation of monotonic and cyclic p-y framework by lateral pile load tests in stiff, overconsolidated clay at the Haga site.” ASCE J. Geotech. Geoenviron. Eng. 146 (9): 04020080. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002318.
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© 2023 American Society of Civil Engineers.
History
Received: Feb 18, 2021
Accepted: Oct 17, 2022
Published online: May 17, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 17, 2023
ASCE Technical Topics:
- Coasts, oceans, ports, and waterways engineering
- Constitutive relations
- Continuum mechanics
- Cyclic loads
- Dynamic loads
- Dynamics (solid mechanics)
- Energy engineering
- Energy sources (by type)
- Engineering fundamentals
- Engineering mechanics
- Foundation design
- Foundations
- Geotechnical engineering
- Machine foundations
- Mathematics
- Models (by type)
- Numerical models
- Ocean engineering
- Offshore structures
- Renewable energy
- Solid mechanics
- Structural dynamics
- Wind loads
- Wind power
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