«上一篇/Previous Article|本期目录/Table of Contents|下一篇/Next Article»

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:

23卷

期数:

2006年01期

页码:

1-9

栏目:

出版日期:

2006-03-20

文章信息/Info

Title:

Research Progress on Fluid-Solid Interaction Effect of Wind-Induced Vibration Response of Membrane Structure

作者:

沈世钊¹,武岳^1,2

1. 哈尔滨工业大学 土木工程学院,黑龙江 哈尔滨 150090; 2. 同济大学 土木工程防灾国家重点实验室,上海 200092

Author(s):

SHEN Shi-zhao¹, WU Yue^1,2

1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China; 2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

关键词:

张力结构;  风振响应;  流固耦合;  风洞试验;  CFD数值模拟

Keywords:

tension structure;  wind-induced vibration response;  fluid-solid interaction;  wind tunnel test;  computational fluid dynamics numerical simulation

分类号:

TU311.3

DOI:

-

文献标志码:

A

摘要:

对膜结构风振响应中的流固耦合效应进行了探讨,介绍了解决该问题的两种思路:简化气弹模型方法和计算流体力学(Computational Fluid Dynamics, CFD)数值模拟方法。简化气弹模型方法是先将流固耦合效应用附加质量和气动阻尼的形式来表达,再通过某些近似解析理论和气弹模型风洞试验来确定附加质量和气动阻尼的大小。计算流体力学数值模拟方法则是将计算流体力学技术和计算结构力学技术整合在一个有限元程序中,通过数值模拟得到结构流固耦合响应的全过程信息。基于这两种方法,开展了相应的理论推导、风洞试验和数值模拟工作,获得了关于风与膜结构相互作用机理的一些初步认识。最后提出了一种具有操作性的简化数值分析方法并给出了算例。研究结果表明:流固耦合效应对结构风振响应的影响在多数情况下是有利的,即考虑流固耦合效应的风振响应分析结果要比不考虑流固耦合时小30%左右,但也不排除在某些特殊情况下因出现气弹失稳而导致结构异常破坏的可能性。

Abstract:

Researches on fluid-solid interaction effect of wind-induced vibration response and membrane structure were discussed. The two methodologies for solving this problem were introduced firstly. The first was a simplified aeroelastic model method. In this method, these additional aerodynamic feedback terms were described as added mass and aerodynamic damping, which could be studied by potential flow theory or wind tunnel test. The second was computational fluid dynamics simulation method. In this method, the computational fluid dynamics codes and computational structural dynamics codes were integrated into one program. Using this program, the process of wind-structure interaction can be simulated in time domain. Based on these two methods, corresponding works were done by means of theoretical derivation, wind tunnel test and numerical simulation. According to these works, some preliminary understandings of the mechanism of wind and membrane structures interaction were gotten. Finally, a simplified numerical simulation method was proposed. It is proved that this method is easier to handle than those above mentioned methods. It can be concluded that the couple effects are favourable for wind-induced vibration response under most conditions, which mean the results from wind-structure interaction analysis are about 30% smaller than those analysis methods without consideration of the couple effects. Meanwhile, it can not be excluded that there maybe exist some special cases that membrane structures can be destroyed by aeroelastic instability.

参考文献/References:

[1] 邢景棠,周 盛,崔尔杰.流固耦合力学概述[J].力学进展,1997,27(1):19-31. XING Jing-tang,ZHOU Sheng,CUI Er-jie.A Survey on the Fluid-Solid Interaction Mechanics[J].Advances in Mechanics,1997,27(1):19-31.
[2]武 岳,王基胜,张亮泉,等.索膜结构气弹力学性能研究[C]//《大型复杂结构体系的关键科学问题及设计理论研究论文集》编辑委员会.大型复杂结构体系的关键科学问题及设计理论研究论文集.哈尔滨:哈尔滨工业大学出版社,2002:205-212. WU Yue,WANG Ji-sheng,ZHANG Liang-quan,et al.Research of Membrane Structure Aeroelastic Mechanical Performance[C]//Symposium of Key Science Problems and Design Theory of Large Complex Structure Edition Committee.Symposium of Key Science Problems and Design Theory of Large Complex Structure.Harbin:Harbin Institute of Technology Press,2002:205-212.
[3]武 岳,沈世钊.膜结构风振分析的数值风洞方法[J].空间结构,2003,9(2):38-43. WU Yue,SHEN Shi-zhao.Computational Simulation on Wind-Induced Vibration of Membrane Structures[J].Spatial Structures,2003,9(2):38-43.
[4]KAREEM A,GURLEY K.Damping in Structure:Its Evaluation and Treatment of Uncertainty[J].J Wind Eng Ind Aerodyn,1995,59(2):131-157.
[5]武 岳.考虑流固耦合作用的膜结构风致动力响应研究[D].哈尔滨:哈尔滨工业大学,2003. WU Yue.Research on Wind-Induced Vibration Analysis for Tension Structures with Consideration of Dynamic Fluid-Structure[D].Harbin:Harbin Institute of Technology,2003.
[6]沈世钊,武 岳.大跨度张拉结构风致动力响应研究进展[J].同济大学学报:自然科学版,2002,30(5):533-538. SHEN Shi-zhao,WU Yue.Overview of Wind-Induced Response for Large-Span Tension Structures[J].Journal of Tongji University:Natural Science,2002,30(5):533-538.
[7]SUN Xiao-ying,WU Yue,SHEN Shi-zhao.Numerical Simulation of Flows Around Long-Span Flat Roof[J].Journal of Harbin Institute of Technology,2005,12(4):370-375.
[8]MURAKAMI S.Overview of Turbulence Models Applied in CWE-1997[J].J Wind Eng Ind Aerodyn,1998,74(6):1-24.
[9]DONEA J.A Taylor-Galerkin Method for Convective Transport Problems[J].Int J Numer Meths Engrg,1984,20(2):101-119.
[10]CHEN G Q,TAO L,RAJAGOPAL K R.Remarks on Large-Eddy Simulation[J].Commun Nonlinear Sci Numer Simulation,2000,5(3):85-90.

相似文献/References:

[1]王松帆,汤华.超高层建筑的风振响应及等效静风荷载研究[J].建筑科学与工程学报,2010,27(01):102.
　WANG Song-fan,TANG Hua.Research on Wind Vibration Response and Equivalent Static Wind Loads of Super High-rise Buildings[J].Journal of Architecture and Civil Engineering,2010,27(01):102.
[2]邓洪洲,司瑞娟.特高压大跨越输电塔动力特性和风振响应分析[J].建筑科学与工程学报,2008,25(04):23.
　DENG Hong-zhou,SI Rui-juan.Analysis of Dynamic Behavior and Wind-induced Response of UHV Long-span Transmission Towers[J].Journal of Architecture and Civil Engineering,2008,25(01):23.
[3]李瞡,韩大建.索膜结构风振响应的神经网络辅助参数分析方法[J].建筑科学与工程学报,2008,25(04):98.
　LI Jing,HAN Da-jian.Neural Network Aided Parametric Analysis Method of Wind-induced Response for Cable-membrane Structures[J].Journal of Architecture and Civil Engineering,2008,25(01):98.
[4]李佳炜,贺拥军,全 勇.单层悬索柔性光伏支架风振系数研究[J].建筑科学与工程学报,2024,41(05):63.[doi:10.19815/j.jace.2022.06088]
　LI Jiawei,HE Yongjun,QUAN Yong.Study on wind vibration coefficient of single-layer cable-suspended photovoltaic support[J].Journal of Architecture and Civil Engineering,2024,41(01):63.[doi:10.19815/j.jace.2022.06088]

备注/Memo

备注/Memo:

收稿日期:2006-01-20
基金项目:国家自然科学基金重点项目(50338010)
作者简介:沈世钊(1933-),男,浙江嘉兴人,教授,博士生导师,中国工程院院士,E-mail:szshen@hit.edu.cn。

常用功能

更新日期/Last Update: 2006-03-20