黏土中海上风力机桩-筒复合基础地震响应分析

张小玲, 李赟琪, 王丕光, 穆坤, 程星磊

太阳能学报 ›› 2024, Vol. 45 ›› Issue (2) : 189-197.

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太阳能学报 ›› 2024, Vol. 45 ›› Issue (2) : 189-197. DOI: 10.19912/j.0254-0096.tynxb.2023-0227

黏土中海上风力机桩-筒复合基础地震响应分析

  • 张小玲1, 李赟琪1, 王丕光1, 穆坤2, 程星磊2
作者信息 +

SEISMIC RESPONSE ANALYSIS OF PILE-BUCKET COMPOSITE FOUNDATION FOR OFFSHORE WIND TURBINE IN CLAY

  • Zhang Xiaoling1, Li Yunqi1, Wang Piguang1, Mu Kun2, Cheng Xinglei2
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文章历史 +

摘要

参考NREL海上风力机结构参数,基于ABAQUS软件平台,建立黏土中海上风力机桩-筒复合基础的三维整体有限元模型;采用总应力形式的非线性运动硬化模型描述黏土的不排水动应力应变响应,通过编制Matlab程序实现随机风荷载及波浪荷载的模拟;开展地震及风、浪、流荷载共同作用下海上风力机桩-筒复合基础的时域整体动力响应分析,揭示桩-筒复合基础的承载机理,分析地震烈度、土体强度及基础尺寸对桩-筒复合基础动力响应的影响规律。

Abstract

Referring to the structural parameters of NREL offshore wind turbine, a three-dimensional finite element model of offshore wind turbine supported by pile-bucket composite foundation in clay is established based on ABAQUS software platform. The non-linear kinematic hardening model in the form of total stress is used to describe the undrained dynamic stress-strain response of clay. The random wind loads and wave loads are simulated by compiling MATLAB program. The time-domain overall dynamic response analysis of offshore wind turbine supported by pile-bucket composite foundation under earthquake, wind, wave and current loads is carried out, and then the bearing mechanism of pile-bucket composite foundation is revealed. The influence of seismic intensity, soil strength and foundation size on the dynamic response of pile-bucket composite foundation is analyzed. The research results can provide guidance for the seismic design of pile-bucket composite foundation for offshore wind turbine in clay.

关键词

海上风力机 / 数值模拟 / 地震响应 / 黏土 / 桩-筒复合基础

Key words

offshore wind turbines / numerical simulation / seismic response / clay / pile-bucket composite foundation

引用本文

导出引用
张小玲, 李赟琪, 王丕光, 穆坤, 程星磊. 黏土中海上风力机桩-筒复合基础地震响应分析[J]. 太阳能学报. 2024, 45(2): 189-197 https://doi.org/10.19912/j.0254-0096.tynxb.2023-0227
Zhang Xiaoling, Li Yunqi, Wang Piguang, Mu Kun, Cheng Xinglei. SEISMIC RESPONSE ANALYSIS OF PILE-BUCKET COMPOSITE FOUNDATION FOR OFFSHORE WIND TURBINE IN CLAY[J]. Acta Energiae Solaris Sinica. 2024, 45(2): 189-197 https://doi.org/10.19912/j.0254-0096.tynxb.2023-0227
中图分类号: TU470   

参考文献

[1] 张天翼, 李昕, 王文华. 地震、风、浪作用下融合海水养殖的海上风力机耦合响应机理研究[J]. 太阳能学报, 2022, 43(10): 243-251.
ZHANG T Y, LI X, WANG W H.Research of coupling mechanismes of offshore wind turbine integrated with mariculture under earthquake, wind and wave loads[J]. Acta energiae solaris sinica, 2022, 43(10): 243-251.
[2] 张嘉祺, 王琛, 梁发云. “双碳”背景下我国海上风电与海洋牧场协同开发初探[J]. 能源环境保护, 2022, 36(5): 18-26.
ZHANG J Q, WANG C, LIANG F Y.Preliminary study on cooperative development of offshore wind power & marine ranch in China under the background of “dual carbon”[J]. Energy environmental protection, 2022, 36(5): 18-26.
[3] 朱东剑. 筒型基础与单桩相结合的新型复合风电基础研究[D]. 天津: 天津大学, 2012.
ZHU D J.Research of a new type of foundation for offshore wind turbines with the combining of monoplie foundation and bucket foundation[D]. Tianjin: Tianjin University, 2012.
[4] 周恩全, 许想, 陆建飞. 海上风机桩-筒复合基础的水平承载性能分析[J]. 江苏大学学报(自然科学版), 2022, 43(2): 235-241
ZHOU E Q, XU X, LU J F.Horizontal bearing capacity of pile-bucket composite foundation of offshore wind turbine[J]. Journal of Jiangsu University (natural science edition), 2022, 43(2): 235-241
[5] LI X Y, ZENG X W, YU X, et al.Seismic response of a novel hybrid foundation for offshore wind turbine by geotechnical centrifuge modeling[J]. Renewable energy, 2021, 172: 1404-1416.
[6] 刘润, 李宝仁, 练继建, 等. 海上风电单桩复合筒型基础桩筒共同承载机制研究[J]. 天津大学学报(自然科学与工程技术版), 2015, 48(5): 429-437.
LIU R, LI B R, LIAN J J, et al.Bearing characteristics of pile-bucket composite foundation for offshore wind turbine[J]. Journal of Tianjin University (science and technology), 2015, 48(5): 429-437.
[7] 孙艳国, 许成顺, 杜修力, 等. 上覆软黏土层对桩-筒复合基础承载性能的影响[J]. 哈尔滨工业大学学报, 2023, 55(2): 108-116.
SUN Y G, XU C S, DU X L, et al.Effect of overlying soft clay on bearing characteristics of pile-bucket composite foundation[J]. Journal of Harbin Institute of Technology, 2023, 55(2): 108-116.
[8] 孙艳国, 许成顺, 杜修力, 等. 海上风电桩-筒复合基础承载性能研究[J]. 工程科学学报, 2023, 45(3): 489-498.
SUN Y G, XU C S, DU X L, et al.Bearing characteristics of pile-bucket composite foundations for offshore wind turbines[J]. Chinese journal of engineering, 2023, 45(3): 489-498.
[9] FU Z N, WANG G S, YU Y M, et al.Model test study on bearing capacity and deformation characteristics of symmetric pile-bucket foundation subjected to cyclic horizontal load[J]. Symmetry, 2021, 13(9): 1647.
[10] LAI Y Q, LI W, HE B, et al.Centrifuge modelling of monotonic and cyclic lateral responses of a hybrid monopile-bucket foundation for offshore wind turbines[J]. Ocean engineering, 2022, 260: 111967.
[11] CHEN W Y, JIANG Y J, XU L Y, et al.Seismic response of hybrid pile-bucket foundation supported offshore wind turbines located in liquefiable soils[J]. Ocean engineering, 2023, 269: 113519.
[12] WANG X F, ZENG X W, YANG X, et al.Seismic response of offshore wind turbine with hybrid monopile foundation based on centrifuge modelling[J]. Applied energy, 2019, 235: 1335-1350.
[13] WANG X F, ZENG X W, LI X Y, et al.Liquefaction characteristics of offshore wind turbine with hybrid monopile foundation via centrifuge modelling[J]. Renewable energy, 2020, 145: 2358-2372.
[14] ANASTASOPOULOS I, THEOFILOU M.Hybrid foundation for offshore wind turbines: environmental and seismic loading[J]. Soil dynamics and earthquake engineering, 2016, 80: 192-209.
[15] 李晓舟, 傅一帆, 黄周泉. 海上风电单桩桶复合基础及施工方法: CN107217682A[P].2017-09-29.
LI X Z, FU Y F, HUANG Z Q. Composite foundation and construction method of offshore wind power single pile bucket: CN107217682A[P].2017-09-29.
[16] 王其标, 李森, 富坤, 等. 一种海上风电的桩箱桶复合基础及其施工方法: CN111945773A[P].2020-11-17.
WANG Q B, LI S, FU K, et al. A pile-box-bucket composite foundation for offshore wind power and its construction method: CN111945773A[P].2020-11-17.
[17] CUI C Y, LIANG Z M, XU C S, et al.Analytical solution for horizontal vibration of end-bearing single pile in radially heterogeneous saturated soil[J]. Applied mathematical modelling, 2023, 116: 65-83.
[18] CUI C Y, MENG K, WU Y J, et al.Dynamic response of pipe pile embedded in layered visco elastic media with radial inhomogeneity under vertical excitation[J]. Geomechanics and engineering, 2018, 16(6): 609-618.
[19] MENG K, CUI C Y, LIANG Z M, et al.A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects[J]. Computers and geotechnics, 2020, 128: 103840.
[20] JONKMAN J, BUTTERFIELD S, MUSIAL W, et al.Definition of a 5-MW reference wind turbine for offshore system development[M]. Golden, CO: National Renewable Energy Laboratory, 2009.
[21] GAO B, YE G L, ZHANG Q, et al.Numerical simulation of suction bucket foundation response located in liquefiable sand under earthquakes[J]. Ocean engineering, 2021, 235: 109394.
[22] ANASTASOPOULOS I, GELAGOTI F, KOURKOULIS R, et al.Simplified constitutive model for simulation of cyclic response of shallow foundations: validation against laboratory tests[J]. Journal of geotechnical and geoenvironmental engineering, 2011, 137(12): 1154-1168.
[23] KOURKOULIS R S, LEKKAKIS P C, GELAGOTI F M, et al.Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil-foundation interface[J]. Géotechnique, 2014, 64(3): 171-185.
[24] 黄茂松, 刘莹. 基于非线性运动硬化模型的饱和黏土桩基础竖向循环弱化数值分析[J]. 岩土工程学报, 2014, 36(12): 2170-2178.
HUANG M S, LIU Y.Numerical analysis of axial cyclic degradation of a single pile in saturated soft soil based on nonlinear kinematic hardening constitutive model[J]. Chinese journal of geotechnical engineering, 2014, 36(12): 2170-2178.
[25] ZHANG J X, CHENG W L, CHENG X L, et al.Seismic responses analysis of suction bucket foundation for offshore wind turbine in clays[J]. Ocean engineering, 2021, 232: 109159.
[26] CHENG X L, CHENG W L, WANG P G, et al.Response of offshore wind turbine tripod suction bucket foundation to seismic and environmental loading[J]. Ocean engineering, 2022, 257: 111708.
[27] GIANNAKOS S, GEROLYMOS N, GAZETAS G.Cyclic lateral response of piles in dry sand: finite element modeling and validation[J]. Computers and geotechnics, 2012, 44: 116-131.
[28] 付鹏, 胡安峰, 涂强, 等. 波浪荷载作用下风机桩基础与土相互作用分析[J]. 中南大学学报自然科学版, 2018, 49(8): 2009-2015.
FU P, HU A F, TU Q, et al.Behavior of monopile supported offshore wind turbines under wave load[J]. Journal of Central South University (science and technology), 2018, 49(8): 2009-2015.
[29] BISOI S, HALDAR S.Dynamic analysis of offshore wind turbine in clay considering soil-monopile-tower interaction[J]. Soil dynamics and earthquake engineering, 2014, 63: 19-35.
[30] GB 50009—2012, 建筑结构荷载规范[S].
GB 50009—2012, Load code for the design of building structures[S].
[31] JTS 144-1—2010, 港口工程荷载规范[S].
JTS 144-1—2010, Load code for harbour engineering[S].
[32] MORISON J R, JOHNSON J W, SCHAAF S A.The force exerted by surface waves on piles, petroleum trans[J]. Journal of petroleum technology, 1950, 2(5): 149-154.
[33] JTS 145-2—2013, 海港水文规范[S].
JTS 145-2—2013, Code of hydrology for sea harbour[S].
[34] 王硕, 柯世堂, 赵永发, 等. 台风-浪-流耦合作用下海上风力机基础结构水动力特性分析[J]. 太阳能学报, 2022, 43(10): 218-228.
WANG S, KE S T, ZHAO Y F, et al.Research on hydrodynamics of foundation structure of offshore wind turbine under typhoon-wave-current couplinG[J]. Acta energiae solaris sinica, 2022, 43(10): 218-228.
[35] 王丕光, 刘晶波, 赵密. 运行状态下海上单桩风机系统自振频率分析[J]. 地震工程学报, 2021, 43(3): 704-709.
WANG P G, LIU J B, ZHAO M.Effect of operating state on the natural frequency of an offshore wind turbine founded on momopiles[J]. China earthquake engineering journal, 2021, 43(3): 704-709.
[36] LIAW C, CHOPRA A K.Dynamics of towers surrounded by water[J]. Earthquake engineering & structural dynamics, 1974, 3(1): 33-49.
[37] VERITAS. Recommended practice det norske veritas DNV-RP-C205: environmental conditions and environmental loads[R]. 2010.

基金

国家自然科学基金(52078016; 52108334)

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