登录    注册    忘记密码

详细信息

大型风电机组柔性塔架结构改进研究     被引量:2

Study on improvement of flexible tower structure in large wind turbine

文献类型:期刊文献

中文题名:大型风电机组柔性塔架结构改进研究

英文题名:Study on improvement of flexible tower structure in large wind turbine

作者:纪斌 薛占璞 王云海 潘克强

第一作者:纪斌

机构:[1]贵州理工学院机械工程学院;[2]河北科技大学机械工程学院

第一机构:贵州理工学院机械工程学院

年份:2019

卷号:37

期号:5

起止页码:750-754

中文期刊名:可再生能源

外文期刊名:Renewable Energy Resources

收录:CSTPCD;;北大核心:【北大核心2017】;

基金:贵州省科技厅项目([2017]1408号)

语种:中文

中文关键词:柔性塔架;流固耦合;结构动力学;位移;改进

外文关键词:lexible tower;fluid-structure coupling;structural dynamics;displacement;improvement

摘要:针对大型风电机组柔性塔架分段处的动态响应问题,文章利用双向流固耦合法对塔架分段处法兰进行流体与结构动力学分析,得出动力响应曲线。将考虑耦合作用与未考虑耦合作用的塔架法兰的应力、位移进行对比,经过基本应用理论分析,提出塔架结构改进措施。对比结果表明:考虑耦合作用的塔架法兰位移、应力变化幅度均比未考虑耦合作用的小;结构改进后的塔架应力、位移变化幅度相对较小。
Aiming at the dynamic response of flexible tower in large wind turbines, the two-way fluid-solid coupling method is used to analyze the fluid and structural dynamics of flange in the flexible tower section, and the dynamic response curve is obtained by combining the flow chart.Comparing the stress and displacement of tower flange considering coupling effect with that not considering coupling effect, the improvement measures of tower structure are put forward through basic application theory analysis. The results show that the displacement and stress variation range of flange considering coupling effect is smaller than that without considering coupling effect, and the stress and displacement variation range of improved tower is relatively small. The results provide reference value for the improvement of the tower structure of large wind turbines and improve the stability of large wind turbines to a certain extent.

参考文献:

正在载入数据...

版权所有©贵州理工学院 重庆维普资讯有限公司 渝B2-20050021-8 
渝公网安备 50019002500408号 违法和不良信息举报中心