期刊文献+

膜结构风致动力响应数值模拟 被引量:2

FLUID-STRUCTURE INTERACTION NUMERICAL SIMULATION FOR WIND-INDUCED DYNAMIC RESPONSE OF MEMBRANE STRUCTURS
下载PDF
导出
摘要 许多工程领域中都存在流体-结构耦合作用现象,膜结构作为一种风敏感型结构,此现象在其风致动力响应方面表现更为明显。针对膜结构本身的特点,给出了流体-结构耦合作用下流体的基本控制方程的ALE(Arbitrary Lagrangian-Eulerian)描述、结构的基本控制方程和求解耦合方程的直接求解算法。采用Adina软件实现了简单张拉膜结构的流体-结构耦合作用风致动力响应数值模拟,并与已有风洞试验结果进行了比较。对比结果表明,给出的方法可以准确地计算出柔性结构考虑流体-结构耦合作用的风致动力响应,可为相关的科学研究和工程设计提供理论依据。 In engineering fields there are many fluid-structure interaction(FSI) problems,especially in the wind-induced dynamic response of membrane structures which are susceptible to wind.According to the characteristics of membrane structures,the governing equations of fluid in the FSI system using ALE(Arbitrary Lagrangian-Eulerian) description and the governing equations of structures are proposed, and the direct solution algorithm for coupled equation is given as well.Numerical simulation analysis of the FSI wind-induced dynamic response for tension membrane structures is performed.The comparisons of the results between the numerical simulation and the wind tunnel tests verify that the numerical method can effectively simulate the wind-induced dynamic response of the membrane,which can provide theoretic basis for the relevant scientific research and engineering design.
出处 《工业建筑》 CSCD 北大核心 2007年第z1期642-644,637,共4页 Industrial Construction
关键词 膜结构 流体-结构耦合作用 风致动力响应 风洞试验 风振系数 membrane structures fluid-structure interaction wind-induced dynamic response wind tunnel test wind-induced dynamic coefficient
  • 相关文献

参考文献4

  • 1[1]Glück M,Breuer M,Durst F,et al.Computation of Fluid-Structure Interaction on Lightweight Structures.Journal of Wind Engineering and Industrial Aerodynamics,2001,89(14/15):1 351-1 368
  • 2[3]Batchelor G K.An Introduction to Fluid Dynamics.Cambridge:Cambridge University Press,2000
  • 3[5]Zhang Hou,Zhang Xiaoli,Ji Shanhong,et al.Recent Development of Fluid-Structure Interaction Capabilities in the ADINA System.Computers & Structures,2003,81(8~11):1 071-1 085
  • 4陈新礼,沈世钊,向阳.鞍形薄膜结构的风振响应分析及风振系数[J].天津城市建设学院学报,2001,7(3):159-163. 被引量:11

二级参考文献3

  • 1向阳.薄膜结构的初始形态设计、风振响应分析及风洞实验研究[D].哈尔滨:哈尔滨建筑大学建筑工程学院,1998.
  • 2杨庆山.悬索体系随机风振响应分析及抗风设计[D].哈尔滨:哈尔滨建筑大学建筑工程学院,1995.
  • 3赵臣.大跨悬索屋盖结构风激动力性能[D].哈尔滨:哈尔滨建筑大学建筑工程学院,1991.

共引文献10

同被引文献85

引证文献2

二级引证文献38

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