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索膜结构风致流固耦合气动阻尼效应研究
引用本文:卢旦,楼文娟,杨毅.索膜结构风致流固耦合气动阻尼效应研究[J].振动与冲击,2013,32(6):47-53.
作者姓名:卢旦  楼文娟  杨毅
作者单位:1. 上海现代建筑设计(集团)有限公司,上海,2000412. 浙江大学土木工程学院,杭州,3100273. 中国中铁二院工程集团有限责任公司,成都,610017
基金项目:上海市科技人才计划项目(10QB1403500)
摘    要:根据三角形重心坐标系原理提出了基于松耦合计算的流固耦合网格协调插值新方法,提高了流固耦合的计算效率;为解决由于柔性结构加速度过大而导致的求解不稳定问题,通过在1个时间步上进行流体及结构间反复交替求解来得到稳定的时程解。应用上述方法对一柔性平屋盖结构进行风振响应的数值模拟计算,通过与风洞试验的对比验证了计算结果的可靠性,并较全面地再现结构在风作用下的实际行为。在此基础上,联合采用经验模态分解法(EMD),随机减量法(RDT)和希尔伯特变换法(HT)从结构的动力响应时程数据中提取到了结构的气动阻尼特性信息。分析结果表明,气动阻尼在柔性结构的风振响应中作用不容忽视,主要表现为:四周封闭建筑的阻尼比远小于迎风面开孔建筑的阻尼比,且四周封闭状态下气动阻尼随风速变化小,其对总阻尼的影响较小;而迎风面开孔状态下气动阻尼较大且随风速的增大而增大。因此,对于柔性且阻尼较小的结构,特别对于开孔结构,气动阻尼的影响不可忽略。

关 键 词:柔性结构    流固耦合    高阶连续    动力响应    气动阻尼  
收稿时间:2012-2-7
修稿时间:2012-4-10

Numerical calculation on wind-induced damping of membrane structure based on fluid-structure interaction
LU Dan,LOU Wen-juan,YANG Yi.Numerical calculation on wind-induced damping of membrane structure based on fluid-structure interaction[J].Journal of Vibration and Shock,2013,32(6):47-53.
Authors:LU Dan  LOU Wen-juan  YANG Yi
Affiliation:1. Shanghai Xian Dai Architectural Design (Group) Co., Ltd,Shanghai,200041, China;2. Department of Civil Engineering, Zhejiang University, Hangzhou 310027 ,China;3. China Railway Eryuan Engineering Group Co.Ltd,Chengdu,610017,China
Abstract:According to the theory of triangle barycentric coordinate system, the new method, which is based on fluid-structure interaction to calculate the fluid-structure interaction grid coordination interpolation, improved the calculation efficiency. But for solving instability problem caused by the large acceleration of flexible construction, it is resolved by solving alternately and repeatedly between fluid and construction on one time step to acquire stable timing solution. The result of the application of above method in the analog calculation on wind-induced response of one flexible flat roof building, is verified to be reliable by comparing with wind tunnel test, and fairly comprehensively demonstrated the actual act of construction under the wind effect. On the basis, it uses EMD,RDT and HT to retrieve the construction FFD characteristic information from the building dynamic response timing data. The analysis result shows that the wind induced effect on flexible construction in wind vibration is very important, mainly because the damping ratio of all round-enclosed construction is far smaller than the windward opening construction’s, and the change of aerodynamic damping with the wind in an all round enclosed conditions is small. As a result, the effect to the sum of the dampings is comparatively small. On the other hand, the change of aerodynamic damping with the wind in windward opening conditions is relatively large, and is increased with the wind. Thereby, for the small damping flexible constructions, especially for the openning constructions, the effect of aerodynamic damping is important.
Keywords:flexible construction                                                      fluid-structure interaction                                                      high order continuity                                                      dynamic response                                                      aerodynamic damping
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