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大型风力机偏航回转支承连接螺栓应力分析 被引量:1

Stress Analysis of Connecting Bolt of Yaw Rotating Bearing for Large Wind Turbine
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摘要 目前大型风力机偏航回转支承连接螺栓应力分析主要着眼于孤立螺栓和有限工况而忽略了扭矩,计算不够全面。为了更全面地分析螺栓的受力状况且得到较为合理的结果,提出了一种考虑所有螺栓、所有工况和多个载荷分量的综合分析方法,即基于VDI2230高强度螺栓计算方法,采用有限元软件ANSYS加入了一个虚拟连接螺栓,构建了偏航回转支承与主机舱座和塔顶法兰的连接螺栓的整体模型,利用BLADED软件遍历了所有工况的时序载荷,将最大合弯矩按大小和角度分别进行了一定数量的等分,考虑多个载荷分量对螺栓的作用,并由此得出了极限载荷工况,进而结合连接螺栓在不同等分载荷下的应力,使用分段线性插值方法,计算出了偏航回转支承连接螺栓的最大应力及其对应的位置,为螺栓连接设计和优化提供了参考依据。 Currently the stress analysis of connecting bolt of yaw rotating bearing for large wind turbine is focused on single bolt and finite load cases, and neglected torque moment, hence the calculation is not comprehensive. In order to better analyze the bolt's status and get reasonable stress, a more comprehensive method considering all bolts, all load ca- ses and more load components is presented. Based on VDI22~0's calculation method of high duty bolted ~oints, combined with ANSYS and BLADED, maximum stress and corresponding position of wind turbine yaw bearing bolted connections is analyzed. By using ANSYS, a virtual bolt is added to the bolt connection, one full model including connection between main frame and yaw bearing and connection between yaw bearing and tower flange is established. By using BLADED, the resultant moments versus time is traversed. Then the maximum moments and its direction were equally divided by certain number respectively, hence the ultimate load cases are derived. According to the relationship between the moments and the bolt stress calculated in ANSYS,maximum bolt stress and its corresponding position of the yaw bearing bolted con- nections is calculated by using the piecewise linear interpolation method, which provides reference for design and optimization of the bolted connection.
出处 《水电能源科学》 北大核心 2014年第7期198-201,共4页 Water Resources and Power
基金 国家科技支撑计划(2012BAA01B01)
关键词 风力机 偏航回转支承 连接螺栓 应力分析 wind turbine yaw rotating bearing connection bolted stress analysis
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  • 1许岚,龚曙光,陈艳萍,谢桂兰,贺秋冬,曹蔚南.基于有限元风机轮毂结构形状优化与模态分析[J].现代制造工程,2005(12):3-6. 被引量:6
  • 2蒋丽.拉力作用下高强螺栓连接的有限元模拟[J].山西建筑,2006,32(21):56-57. 被引量:13
  • 3方栋,陈继志.高强度螺栓螺纹根部应力集中的有限元分析[J].材料开发与应用,2007,22(2):37-39. 被引量:42
  • 4何婧,何玉林,金鑫,刘桦.失速型风力发电机系统振动仿真分析[J].重庆大学学报(自然科学版),2007,30(5):91-95. 被引量:4
  • 5SARRAJA M,BURGESSA I W,DAVISON J B.Finiteelement modelling of steel fin plate connections in fire[J].Fire Safety Journal,2007,42(6/7):408-415.
  • 6KIM J,YOON J C,KANG B S.Finite element analysis and modeling of structure with bolted joints[J].Applied Mathematical Modelling,2007,31(5):895-911.
  • 7VADEAN A,IERAY D,GUILLOT J.Bolted joints for very large earings-numerical moedl development[J].Finite Elements in Analysis and Design,2006,42(4):298-313.
  • 8SHI G,SHI Y J,WANG Y Q,et al.Numerical simulation of steel pretensioned bolted end-plate connections of different types and vdetails[J].Engineering Structures,2008,30(10):2-10.
  • 9MCCARTHY M A,MCCARTHY C T,LAWLOR V P,et at.Three-dimensional finite element analysis of single-bolt,single-lap composite bolted joints(part Ⅰ):model development and alidatio[J].Composite Structures,2005,71(2):140-158.
  • 10MCCARTHY C T,MCCARTHY M A.Three-dimensional finite element analysis of single-bolt,single-lap composite bolted joints (part Ⅱ):effects of bolt-hole clearance[J].Composite Structures,2005,71 (2):159-175.

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