期刊文献+

考虑耦合效应的风场中摇曳树木模拟 被引量:11

Simulation of swaying tree in wind field considering coupling effect
下载PDF
导出
摘要 为了探索树木在风场中摇曳的运动机理,建立了风中摇曳树木的有限元模型.采用圆柱绕流的涡致振动理论估算了树枝在风中因旋涡脱落而引起的脉动升力和阻力;用基于任意拉格朗日欧拉法(ALE)的流固耦合模拟方法估算了不同风速和树叶角度的情况下风施加在树叶上的作用力;用基于圆柱绕流实验数据的简化流固耦合模拟方法估算了树枝大变形后作用在树枝上的风荷载变化.模拟结果表明,考察节点均以环状的方式运动,并且两种不同风场中的轨迹非常类似.由旋涡的脱落而引起的枝条抖动频率很高,但振幅很小.不同枝条之间存在相互的影响,并能改变考察点的运动轨迹. A finite element model of swaying tree was established to explore the kinetic mechanism of swaying tree in wind field. The fluctuate drag and lift forces of tree branches in wind due to vortex shedding were estimated using the vortex induced vibration theory of circular cylinder. An arbitrary Lagrange-Eulerian (ALE) based fluid-structure interaction method was used to calculate the wind force exerted on a leaf under various wind speeds and leaf angles. A simplified fluid-structure method based on the experimental data of circular cylinder in flow field was proposed to estimate the variation of wind load on the tree bran- ches due to large deformation. Simulation showed that the investigated nodes are all moving in a looping manner, and the trajectories under two different wind fields are very similar. The branches are shaking in high frequencies due to the vortex shedding on branches, but the amplitudes are very small. Different branches interact with each other, and can change the motion trajectories of the investigated points.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2008年第7期1123-1127,共5页 Journal of Zhejiang University:Engineering Science
关键词 摇曳 有限元 流固耦合 涡致振动 swaying finite element fluid-structure interaction vortex induced vibration
  • 相关文献

参考文献10

  • 1MARY L D. Wind and trees: surveys of tree damage in the Florida panhandle after hurricanes Erin and Opal [C] //Urban Forestry South Expo. Florida, U. S. : Department of Agriculture, 2006.
  • 2BAKER C J. The development of a theoretical model for the windthrow of plants [J]. Journal of Theoretical Biology,1995, 175(3) : 355 -372.
  • 3KEN J. Dynamic loading of trees[J]. Journal of Arboriculture, 2003, 29(3): 165- 171.
  • 4SAUNDERSON S E T, ENGLAND A H, BAKER C J, A dynamic model of the behaviour of Sitka-spruce in high winds [J]. Journal of Theoretical Biology, 1999, 200(3) : 249 - 259.
  • 5KARL J N. Computing factors of safety against windinduced tree stem damage [J]. Journal of Experimental Botany, 2000, 51(345): 797-806.
  • 6WILLIAMSON C H K, GOVARDHAN R. Vortex-induced vibrations [J]. Annual Review of Fluid Mechanics, 2004, 36(1): 413-55.
  • 7NORBERG C. Fluctuating lift on a circular cylinder: review and new measurements [J]. Journal of Fluids and Structures, 2003, 17(1): 57- 96.
  • 8PHILIPPE A, BENOIT C, THIERRY F. Development of an individual tree-based mechanical model to predict wind damage within forest stands [J]. Forest Ecology and Management, 2004, 203(1):101 - 121.
  • 9胡潇毅,李华锋,陶伟明,郭乙木.管道中流固耦合作用下的活门运动分析[J].浙江大学学报(工学版),2006,40(6):971-976. 被引量:5
  • 10WEBER J, PENN J. Creation and rendering of realistic trees [C] //Proceedings of the SIGGRAPH' 95 Annual Conference. New York: ACM, 1995: 119-127.

二级参考文献6

  • 1王双连,郭乙木,陶伟明.带活门轴对称变截面管道中强激波的传播特性[J].浙江大学学报(工学版),2001,35(4):458-458. 被引量:2
  • 2LAI Y G,CHANDRAN K B,LEMMON J.A numerical simulation of mechanical heart valve closure fluid dynamics[J].Journal of Biomechanics,2002,35:881-892.
  • 3ZHANG Hou,ZHANG Xiao-li,JI Shan-hong,et al.Recent development of fluid-structure interaction capabilities in the ADINA system[J].Computers and Structures 2003,81:1071-1085.
  • 4WANG Xiao-dong.Analytical and computational approaches for some fluid-structure interaction analyses[J].Computers and Structures,1999,72:423 -433.
  • 5BATHE K J,ADINA Theory and Modeling Guide[M].Watertown,MA,ADINA R&D,2002.
  • 6XU Zhen-long,ACCORSI M.Finite element mesh update methods for fluid-structure interaction simulations[J].Finite Elements in Analysis and Design,2004,40:1259-1269.

共引文献4

同被引文献173

引证文献11

二级引证文献29

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部