Effects of scour on the natural frequency of offshore wind turbine structures

CHEN Chen,MA Hongwang,LI Yutao,LU Zhiyue

Journal of Vibration and Shock ›› 2020, Vol. 39 ›› Issue (22) : 16-22.

PDF(1418 KB)
PDF(1418 KB)
Journal of Vibration and Shock ›› 2020, Vol. 39 ›› Issue (22) : 16-22.

Effects of scour on the natural frequency of offshore wind turbine structures

  • CHEN Chen,MA Hongwang,LI Yutao,LU Zhiyue
Author information +
History +

Abstract

The majority of offshore wind turbines(OWT)are supported by large diameter monopiles.Scour caused by seawater affects the dynamic characteristics and mechanical property of the wind turbine, and its impact on the structural natural frequency is especially significant.Therefore, it is necessary to study the effect of scour on the natural vibration frequency of OWT monopile foundations.First, the effects of scouring depth, sand density and pile embedding depth on the natural frequency of monopile foundations were studied by model test.Then, a three-dimensional finite element model of monopile was established by ABAQUS and the reliability of the numerical model was verified by comparison between the simulation results and model test results.Finally, taking a project as an example, a variety of measures to reduce the natural frequency caused by scour were analyzed.It is shown that, with the increase of scour depth, the natural frequency of the monopole foundation will gradually decrease, and the looser the sandy soil is and the shallower the embedded depth is, the more obvious the decrease is.With the same amount of steel consumption, increasing the embedded depth, wall thickness and pile diameter all can increase the natural frequency of the structure, but increasing the pile diameter has the most obvious effect.It is suggested that the decrease of natural frequency caused by scour can be compensated by increasing pile diameter in practical engineering design to meet the design requirements.

Key words

offshore wind turbines / monopiles / scour / natural frequency / ABAQUS

Cite this article

Download Citations
CHEN Chen,MA Hongwang,LI Yutao,LU Zhiyue. Effects of scour on the natural frequency of offshore wind turbine structures[J]. Journal of Vibration and Shock, 2020, 39(22): 16-22

References

[1] Arany L, Bhattacharya S, Macdonald J H G, et al. Closed form solution of Eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI[J]. Soil Dynamics and Earthquake Engineering, 2016, 83:18-32.
[2] Byrne B W, Leblanc C, Houlsby G T. Response of stiff piles in sand to long-term cyclic lateral loading[J]. Géotechnique, 2010, 60(2):79-90.
[3] Matutano C, Negro V, López-Gutiérrez, et al. The effect of scour protections in offshore wind farms[J]. Journal of Coastal Research, 2014, 70:12-17.
[4] Guan D, Chiew Y M, Melville B W, et al. Current induced scour at monopile foundations subjected to lateral vibrations[J]. Coastal Engineering, 2019, 144:15-21.
[5] Harris J M, Whitehouse R J S. Scour development around large-diameter monopiles in cohesive soils: evidence from the field[J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 2017, 143(5): 4017022.
[6] Peder H S, BoIbsen L. Assessment of foundation design for offshore monopiles unprotected against scour [J]. Ocean Engineering, 2013, 63:17-25.
[7] Yan L, Byrne P M. Lateral pile response to monotonic pile head loading[J]. Canadian Geotechnical Journal, 1992, 29(29):955-970.
[8] Prendergast L J, Gavin K, Doherty P. An investigation into the effect of scour on the natural frequency of an offshore wind turbine[J]. Ocean Engineering, 2015, 101:1-11.
[9] Matutano C, Negro V, López-Gutiérrez, et al. Scour prediction and scour protections in offshore wind farms[J]. Renewable Energy, 2013, 57:358-365.
[10]杨少磊,马宏旺.考虑冲刷情况下海上风电单桩基础优化设计研究[J]. 海洋技术学报, 2018,37(1):74-80.
   YANG Shao-lei, MA Hong-wang. Study on the Optimum Geometry of Offshore Wind Turbine Monopiles Unprotected against Scour[J]. Journal of Ocean Technology,2018,37(1):74-80.
[11]Pablo Cuéllar. Pile Foundations for Offshore Wind Turbines: Numerical and Experimental Investigations on the Behaviour under Short Term and Long-Term Cyclic Loading [D]. Universität zu Berlin, 2011
[12]Buckingham E. The principle of similitude[J]. Nature, 1915, 95(4):244-255.
[13]熊根.近海大直径单桩水平受荷离心模型试验和三维数值分析[D]. 浙江大学,2013.
XIONG Gen. Centrifuge modelling and 3-D numerical analysis of large diameter single pile under lateral loads[D]. Zhejiang University, 2013
[14]中华人民共和国国家标准. 土工试验方法标准 (GB/T50123-1999) [S]. 中华人民共和国建设部,1999.
[15]Det Norske Veritas(DNV). Design of offshore wind turbine structures[S].Offshore Standard, DNV-OS-J101, 2014.
[16]杨晓峰, 张陈蓉, 袁聚云. 砂土中考虑冲刷的水平承载桩等效应变楔方法[J]. 岩土力学, 2015, 36: 2946–2950.
YANG Xiao-feng, ZHANG Chen-rong, YUAN Ju-yun. Equivalent-strain wedge method for laterally loaded pile in sand considering scouring effect[J]. Rock and Soil Mechanics, 2015, 36: 2946–2950.
[17]Lin C, Han J, Bennett C, et al. Analysis of laterally loaded piles in sand considering scour hole dimensions. [J]. Geotech Geoenviron Engineering, 2014, 140: 0401-4024.
[18]Lin C, Bennett C, Han J, et al. Scour effects on the response of laterally loaded piles considering stress history of sand[J]. Computers and Geotechnics, 2010, 37(7): 1008-1014.
[19] Futai, M M, Dong J, Haigh a k, et al. Dynamic response of monopiles in sand using centrifuge modelling[J]. Soil Dynamics and Earthquake Engineering, 2018, 115:90-103.
[20] Jan, V D T, David-Pieter, M. Wind turbine structural dynamics-a review of the principles for modern power generation, onshore and offshore[J]. Wind Engineering, 2002, 26(4):211-220.
[21]Achmus M, Abdel-Rahman K, Kuo Y S. Numerical modelling of large diameter steel piles under monotonic and cyclic horizontal loading[C]. //Tenth International Symposium on Numerical Models in Geomechanics. London: Taylor& Francis, 2007: 453-459.
[22]孙永鑫. 近海风机超大直径单桩水平承载特性试验与数值分析[D]. 浙江大学, 2016.
SUN Yong-xin. Experimental and numerical studies foundation of offshore wind turbine[D]. Zhejiang University,2016.
[23]章刘洋. 地基对大直径桩的水平静力和循环抗力数值分析研究[D]. 浙江大学, 2018.
ZHANG Liu-yang. Numerical studies on subgrade reaction of soil to large diameter pile under static and cyclic lateral loads[D]. Zhejiang University,2018.
[24]Higgins W, Vasquez C, Basu D, et al. Elastic solutions for laterally loaded piles[J]. Geotech Geoenviron Engineering 2013,139:1096-103.

Funding

null
PDF(1418 KB)

663

Accesses

0

Citation

Detail

Sections
Recommended

/