Finite Element Analysis of Monopile Horizontal Deformation under Cyclic Load
DOI: 10.23977/jceup.2024.060403 | Downloads: 22 | Views: 812
Author(s)
Xiaojian Luo 1, Changwei Shi 1, Songke Wei 1, Liangwei Sun 2, Chao Liang 2, Rui Liang 2
Affiliation(s)
1 CNPC Offshore Engineering Company Limited, Beijing, 102600, China
2 State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin, 300072, China
Corresponding Author
Rui LiangABSTRACT
Offshore wind power pile foundation will bear the horizontal static and dynamic loads generated by wind, wave and current during service, and its long-term stability has attracted much attention. Using numerical simulation as the analysis method and based on the stiffness attenuation model, a study was conducted on the cumulative deformation of a monopile under cyclic loading in sand, revealing the influence of the number of cyclic loads, amplitude, and soil parameters on the cumulative deformation of monopile. The results show that: the cumulative deformation of monopile is greatly affected by the amplitude of cyclic load. When ζb < 0.4, the cumulative deformation increases with the increase of the number of cyclic load and gradually tends to be stable; when ζb reaches 0.4, the cumulative deformation increases sharply with the increase of the number of cycles. The cumulative deformation of monopile increases gradually with the decrease of soil elastic modulus and friction angle. When the depth of monopile increases to a certain range, the sensitivity of cumulative deformation to soil elastic modulus decreases.
KEYWORDS
Offshore wind power, Pile foundation, Multidirectional cyclic load, Horizontal bearing capacity, Cumulative deformationCITE THIS PAPER
Xiaojian Luo, Changwei Shi, Songke Wei, Liangwei Sun, Chao Liang, Rui Liang, Finite Element Analysis of Monopile Horizontal Deformation under Cyclic Load. Journal of Civil Engineering and Urban Planning (2024) Vol. 6: 17-25. DOI: http://dx.doi.org/10.23977/jceup.2024.060403.
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