首页> 外文会议>AIAA/ASME/ASCE/AHS/ASC structures, structural dynamics and materials conference >DESIGNER EULER AND ELASTICA COLUMNS SUBJECTED TO AERODYNAMIC LOADS - SYSTEM ENGINEERING OF THE AEROELASTICITY OF WIND TURBINE TOWERS
【24h】

DESIGNER EULER AND ELASTICA COLUMNS SUBJECTED TO AERODYNAMIC LOADS - SYSTEM ENGINEERING OF THE AEROELASTICITY OF WIND TURBINE TOWERS

机译:设计师欧拉和Elastica专栏经过空气动力载荷 - 风力涡轮机塔空气弹性的系统工程

获取原文

摘要

The synthesis of an optimum tailored wind turbine tower is undertaken in order to establish conditions of minimum deviation of propeller angle of attack due to tower bending deflections. A calculus of variation analysis approach is used to treat such inverse closed loop tailored aeroelastic systems engineering problems. This approach leads to substantial weight and cost savings as well as tailoring the tower system to optimum structural and aerodynamic performance requirements. Drag loads as well as the tower weight, the turbine assembly and propeller weights, and the thrust are taken into account in the analysis.
机译:开展了最佳定制风力涡轮机塔的合成,以建立由于塔弯曲偏转引起的螺旋桨攻角的最小偏差条件。变异分析方法的微积分用于治疗这种逆闭环定制的空气弹性系统工程问题。这种方法导致大量的重量和成本节省,以及定制塔系统以最佳的结构和空气动力学性能要求。拖动载荷以及塔式重量,涡轮机组件和螺旋桨重量,并且在分析中考虑推力。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号