设计理论与方法学 |
|
|
|
|
风力机塔架结构研究概述 |
张羽1, 蔡新1,2, 高强1, 丁文祥1 |
1. 河海大学 力学与材料学院, 江苏 南京 211100;
2. 河海大学 沿海开发保护协同创新中心, 江苏 南京 210098 |
|
Research summary of wind turbine tower structure |
ZHANG Yu1, CAI Xin1,2, GAO Qiang1, DING Wen-xiang1 |
1. College of Mechanics and Materials, Hohai University, Nanjing 211100, China;
2. Coastal Development and Protection Synergy Innovation Center, Hohai University, Nanjing 210098, China |
引用本文:
张羽, 蔡新, 高强, 丁文祥. 风力机塔架结构研究概述[J]. 工程设计学报, 2016, 23(2): 108-115,123.
ZHANG Yu, CAI Xin, GAO Qiang, DING Wen-xiang. Research summary of wind turbine tower structure. Chinese Journal of Engineering Design, 2016, 23(2): 108-115,123.
链接本文:
https://www.zjujournals.com/gcsjxb/CN/10.3785/j.issn.1006-754X.2016.02.002
或
https://www.zjujournals.com/gcsjxb/CN/Y2016/V23/I2/108
|
[1] 中国可再生能源学会风能专业委员会.2014年中国风电装机容量统计[J].风能,2015(2):36-49. Chinese Wind Energy Association.China's wind power installed capacity in 2014[J].Wind Energy,2015(2):36-49.[2] 芮晓明,柳亦兵,马志勇.风力发电机组设计[M].北京:机械工业出版社,2010:152-153. RUI Xiao-ming,LIU Yi-bing,MA Zhi-Yong.Wind turbine design[M].Beijing:China Machine Press,2010:152-153.[3] 孙晓颖.风力机塔架结构选型研究[EB/OL].[2013-02-07].http://www.paper.edu.cn/releasepaper/content/201302-190. SUN Xiao-ying.Structure from selections of wind turbine towers[EB/OL].[2013-02-07].http://www.paper.edu.cn/releasepaper/content/201302-190.[4] 单蕾.风力机塔架结构选型与受力性能研究[D].哈尔滨:哈尔滨工业大学土木工程学院,2009:16-23. SHAN Lei.Structural performance and design of wind turbine towers[D].Harbin:Harbin Institute of Technology,School of Civil Engineering,2009:16-23.[5] TRACY L,TOM C.A new tower technology for reducing cost of energy[J].North American Wind Power,2005,48(4):48-53.[6] 姜顺先,王存堂,于浩源.格构式钢管混凝土风力发电塔架设计[J].辽宁工程技术大学学报(自然科学版),2012,31(2):202-205. JIANG Shun-xian,WANG Cun-tang,YU Hao-yuan.Design of wind turbine tower using lattice concrete-filled steel tube[J].Journal of Liaoning Technical University(Natural Science),2012,31(2):202-205.[7] 中国机械工业联合会.风力发电机组设计要求:JB/T 10300-2001 [S].北京:中国机械工业出版社,2001:33-35. China Machinery Industry Federation.Wind turbine generator system:design requirements:JB/T10300-2001 [S].Beijing:China Machinery Industry Press,2001:33-35.[8] 宋曦,戴建鑫.水平轴风力机塔架的力学建模及ANSYS仿真分析[J].甘肃科学学报,2011,23(1):91-95. SONG Xi,DAI Jian-xin.Mechanical modeling and ANSYS simulation analysis of horizontally axial wind turbine tower[J].Journal of Gansu Sciences,2011,23(1):91-95.[9] 蔡新,孙文俊.结构静力学[M].南京:河海大学出版社,2003:51-55. CAI Xin,SUN Wen-jun.Mechanics of structures[M].Nanjing:Hohai University Press,2003:51-55.[10] 徐道远.材料力学[M].南京:河海大学出版社,2006:107-111. XU Dao-yuan.Mechanics of materials[M].Nanjing:Hohai University Press,2006:107-111.[11] 斯建龙,涂刚,沈风亚,等.大型风力发电机组塔架顶端的水平位移的计算[J].能源工程,2009,134(2):28-30. SI Jian-long,TU Gang,SHENG Feng-ya,et al.Horizontal displacement calculation of the top of large-scale wind turbine tower[J].Energy Engineering,2009,134(2):28-30.[12] 黄文怡,梁波,代洪庆,等.风力发电机塔筒的强度、稳定性及动力学分析[J].黑龙江八一农垦大学学报,2010,22(3):30-33. HUANG Wen-yi,LIANG Bo,DAI Hong-qing,et al.Analysis for wind turbine tower strength,stability and dynamics[J].Journal of Heilongjiang Bayi Agricultural University,2010,22(3):30-33.[13] 李立本.风力机结构动力学[M].北京:北京航空航天大学出版社,1999:135-147. LI Li-ben.Dynamics of wind turbine structure[M].Beijing:Beijing University of Aeronautics and Astronautics Press,1999:135-147.[14] BURTON T,SHARPE D,JENKINS N,et al.Wind energy handbook[M].Chichester:John Wiley & Sons,2001:453-464.[15] 陆萍,秦惠芳,栾芝云.基于有限元法的风力机塔架结构动态分析[J].机械工程学报,2002,38(9):127-130. LU Ping,QIN Hui-fang,LUAN Zhi-yun.Dynamic analysis of tower structure for wind turbine based on finite element method[J].Journal of Mechanical Engineering,2002,38(9):127-130.[16] 刘林.水平轴风力发电塔架的有限元分析及优化设计[D].南京:河海大学力学与材料学院,2013:39-52. LIU Lin.The finite element analysis and design optimization of the cone-type wind tower[D].Nanjing:Hohai University,College of Mechanics and Materials,2013:39-52.[17] 刘雄,张宪民,陈严,等.水平轴风力机结构动力响应分析[J].太阳能学报,2009,30(6):804-809. LIU Xiong,ZHANG Xian-min,CHEN Yan,et al.Structure dynamic response analysis of horizontal axis wind turbines[J].Acta Energiae Solaris Sinica,2009,30(6):804-809.[18] WANG J H,QIN D T,LIM T C.Dynamic analysis of horizontal axis wind turbine by thin-walled beam theory[J].Journal of Sound and Vibration,2010,329(17):3565-3586.[19] LI Y,CASTRO A M,SINOKROT T,et al.Coupled multi-body dynamics and CFD for wind turbine simulation including explicit wind turbulence[J].Renewable Energy,2015,76(4):338-361.[20] CARRIÓN M,STEIJL R,WOODGATE M,et al.Aeroelastic analysis of wind turbines using a tightly coupled CFD-CSD method[J].Journal of Fluids and Structures,2014,50(26):392-415.[21] BIERBOOMS W,CHENG E W.Stochastic gust model for design calculations of wind turbines[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90(11):1237-1251.[22] LE T H,CARACOGLIA L.Reduced-order wavelet-Galerkin solution for the coupled nonlinear stochastic response of slender buildings in transient winds[J].Journal of Sound and Vibration,2015,344(22):179-208.[23] 戴建鑫.风力机塔架的有限元建模及静动态特性分析[D].兰州:兰州理工大学理学院,2011:37-45. DAI Jian-xin.Finite element modeling and analysis of static and dynamic characteristics of wind turbine tower[D].Lanzhou:Lanzhou University of Technology,College of Science,2011:37-45.[24] 铁摩辛柯 S P,盖莱 J M.弹性稳定理论[M].张福范,译. 北京:科学出版社,1965:87-100. TIMOSHENKO S P,GERE J M.Theory of elastic stability[M].Translated by ZHANG Fu-fan.Beijing:Beijing Science Press,1965:87-100.[25] CEN.Strength and stability of shell structures:Eurocode3 1-6[S].Brussels:European Committee for Standardisation,2004:30-40.[26] Section 08 of the Building and Civil Engineering Standards Committee,German Committee for Structural Steelwork.Part 4:structural steelwork analysis of safety against buckling of shells:DIN18800 [S].Berlin:Building and Civil Engineering Standards Committee,1990:2-16.[27] 赵阳,滕锦光.轴压圆柱钢薄壳稳定设计综述[J].工程力学,2003,20(6):116-126. ZHAO Yang,TENG Jin-guang.Stability design of axially compressed thin steel cylindrical shell[J].Engineering Mechanics,2003,20(6):116-126.[28] 王露.Eurocode3 1-6与DIN18800-4在风电机组塔架屈曲分析中的对比研究[J].风能,2013(12):108-112. WANG Lu.Contrast research of Eurocode3 1-6 and DIN18800-4 in wind turbine tower buckling analysis[J].Wind Energy,2013(12):108-112.[29] LLOYD G.Part 1:guideline for the certification of wind turbines:GL Wind 2010 Ⅳ[S].Hamburg:Gemanische Lloyd Wind Energie GmbH,2010:220-223.[30] 赵世林,李德源,黄小华.风力机塔架在偏心载荷作用下的屈曲分析[J].太阳能学报,2010,31(7):901-906. ZHAO Shi-lin,LI De-yuan,HUANG Xiao-hua.Bucking analysis of wind turbine tower under eccentric loading[J].Acta Energiae Solaris Sinica,2010,31(7):901-906.[31] 王勖成.有限单元法[M].北京:清华大学出版社,2003:221-250. WANG Xu-cheng.Finite element method[M].Beijing:Tsinghua University Press,2003:221-250.[32] 梅毅,曲建俊,许明伟.垂直轴风力机塔架稳定性研究:第十届全国风能应用技术年会论文集[C/OL].[2015-09-20].]http://xueshu.baidu.com/s?wd=paperuri%3A%28abd0988a27ba66253888afec66e442dd%29&filter=sc_long_sign&tn=SE_xueshusource_2kduw22v&sc_vurl=http%3A%2F%2Fwww.docin.com%2Fp-1345669189.html&ie=utf-8. MEI Yi,QU Jian-jun,XU Ming-wei.The study of vertical axis wind turbine tower stability:the tenth Session of National Wind Energy Application Technology Conference Proceedings[C/OL].[2015-09-20].http://xueshu.baidu.com/s?wd=paperuri%3A%28abd0988a27ba66253888afec66e442dd%29&filter=sc_long_sign&tn=SE_xueshusource_2kduw22v&sc_vurl=http%3A%2F%2Fwww.docin.com%2Fp-1345669189.html&ie=utf-8.[33] 唐瑞宏,汤赫男,许增金,等.兆瓦级风力机塔架的有限元非线性屈曲分析[J].机械工程师,2015(1):87-89. TANG Rui-hong,TANG He-nan,XU Zeng-jin,et al.Nonlinear buckling finite element analysis on MW wind turbine tower[J].Mechanical Engineer,2015(1):87-89.[34] 郭智.大型风力发电机塔架承载能力研究[D].重庆:重庆大学机械工程学院,2014:29-41. GUO Zhi.The study of load bearing capacity on the large wind turbine tower[D].Chongqing:Chongqing University,College of Mechanical Engineering,2014:29-41.[35] 刘胜祥,李德源,黄小华.风波联合作用下的风力机塔架疲劳特性分析[J].太阳能学报,2009,30(10):1430-1436. LIU Sheng-xiang,LI De-yuan,HUANG Xiao-hua.Fatigue characteristic analysis of the offshore wind turbine tower under combined wind and wave[J].Acta Energiae Solaris Sinica,2009,30(10):1430-1436.[36] 张建华.风力机叶片疲劳寿命估算方法研究[D].长春:吉林大学机械科学与工程学院,2013:7-35. ZHANG Jian-hua.Fatigue life prediction of wind turbine blade[D].Changchun:Jilin University,College of Mechanical Science and Engineering,2013:7-35.[37] YUN J J,CHAN W C,JANG H L,et al.Development of fatigue life prediction method and effect of 10-minute mean wind speed distribution on fatigue life of small wind turbine composite blade[J].Renewable Energy,2015,79(1):187-198.[38] SUTHERLAND H J.On the fatigue analysis of wind turbines[M].Albuquerque:Sandia National Laboratories,1999:5-9.[39] 王永玲.风力机塔架优化设计与疲劳分析[D].大连:大连理工大学机械工程学院,2012:53-56. WANG Yong-ling.Optimization design and fatigue analysis for wind turbine tower[D].Dalian:Dalian University of Technology,School of Mechanical Engineering,2012:53-56.[40] 岳勇.风力发电机组机械零部件抗疲劳设计方法的研究[D].乌鲁木齐:新疆农业大学机械交通学院,2005:27-42. YUE Yong.The research of the design method against fatigue for the mechanical components in wind turbines[D].Urumchi:Xinjiang Agricultural University,College of Mechanical and Transportation,2005:27-42.[41] MANDEL J F,SAMBORSKY D D,CAIRNS D S.Fatigue of composite materials and substructures for wind turbine blades[M].Albuquerque:Sandia National Laboratories,2002:72-93.[42] JAYANTHA A E,PHILIP D C.The development of a fatigue loading spectrum for small wind turbine blades[J].Journal of Wind Engineering and Industrial Aerodynamics,2006,94(4):207-223.[43] MURTAGH P J,BASU B,BRODERICK B M.Along-wind response of a wind turbine tower with blade coupling subjected to rotationally sampled wind loading[J].Engineering Structures,2005,27(8):1209-1219.[44] 贾要勤.风力发电实验用模拟风力机[J].太阳能学报,2004,25(6):735-739. JIA Yao-qin.A wind turbine simulator for wind generation research[J].Acta Energiae Solaris Sinica,2004,25(6):735-739.[45] SHRUTI L,YAHYA M S.Supercritical and subcritical dynamic flow-induced instabilities of a small-scale wind turbine blade placed in uniform flow[J].Journal of Fluids and Structures,2015,54(2):936-946. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|