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基于有限元结构动力学模型的塔架振动分析

杨银锴 卢晓光 岳红轩 许明

机械与电子Issue(3):34-38,5.
机械与电子Issue(3):34-38,5.

基于有限元结构动力学模型的塔架振动分析

Based on the Finite Element Dynamic Model of Tower Vibration Analysis

杨银锴 1卢晓光 1岳红轩 1许明1

作者信息

  • 1. 许昌许继风电科技有限公司,河南 许昌 461000
  • 折叠

摘要

Abstract

In order to deeply understand the dy-namic characteristics of the wind turbine tower, and solve the problems during the operation of the vibration of the tower. Research on modeling method for tower finite element equations of dy-namics,established the tower dynamics equation;based on Dynamics equations,the method to calcu-late the modal of the tower,tower foundation stiff-ness,mass and stiffness of tower tower to tower modal tendency,to provide theoretical reference for the wind turbine tower manufacture,installation process.Based on the dynamic equation,the solu-tion procedure of tower dynamics accordingly,and then designed a variable pitch control method based on multi obj ective excitation slow tower, wind farm simulation and experimental results show that this method can effectively reduce the vibration of the tower alarm,reduce wind machine downtime,and improve power capacity.

关键词

塔架/有限元方法/动力学方程/振动控制/bladed仿真

Key words

tower/finite element method/kinetic equation/vibration control/bladed software

分类

信息技术与安全科学

引用本文复制引用

杨银锴,卢晓光,岳红轩,许明..基于有限元结构动力学模型的塔架振动分析[J].机械与电子,2015,(3):34-38,5.

机械与电子

OACSTPCD

1001-2257

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