考虑内充气体与外部膜材共同作用的ETFE气枕力学性能及风致响应研究
[Abstract]:ETFE air-cushion membrane structure is a new type of envelope structure which appeared in large quantities at the beginning of this century. At present, some scholars have made some progress on the mechanical properties and analysis methods of ETFE air-cushion. However, the existing research only involves the static analysis of ETFE air-cushion, such as morphology analysis and load analysis, and has not touched the natural vibration of ETFE air-cushion. The dynamic problems of ETFE air cushion under wind load involve two kinds of coupling: the interaction between the inner air cushion and the ETFE film, and the fluid-solid coupling between the inner air cushion and the external wind field. The essence of the second type of coupling is how to calculate the additional mass, aerodynamic damping and stiffness effect of the external flow field more accurately.
Based on the theoretical derivation, experimental study and numerical simulation, the key technical problems in the dynamic analysis of ETFE air sleepers are systematically studied in this paper. The main contents and innovations are as follows:
(1) The interaction equation between the inflatable membrane and the external membrane is deduced, and a numerical analysis method based on the interaction model is proposed for the inflatable membrane structure. Wave equation is introduced, interface compatibility condition is introduced, and the interaction equation of gas-filled membrane system is obtained by combining structure and fluid equation. Two typical gas-filled membrane structures are numerically simulated to verify the accuracy and applicability of the interaction model in the analysis of gas-filled membrane structures.
(2) A method for determining the shape of the air-cushion based on the measurement of internal pressure and membrane surface shape is proposed and applied to the shape test and loading test of the ETFE air-cushion. The test and analysis results show that the method is effective and feasible. The results show that the internal pressure of ETFE pillow is very sensitive to external load, and the location of load has obvious influence on the deformation and internal pressure of the pillow. Parameters such as size, sagittal span ratio and film thickness will significantly affect the bearing capacity of air cushion.
(3) Based on the non-contact video test and the peak value method, the cross-spectrum method and the exponential fitting method are combined to obtain the modal parameters of the ETFE air cushion and their variation with internal pressure and span. The free vibration mode, frequency distribution and damping characteristics of the ETFE air cushion are studied. The results show that the first mode shapes of the test sleepers are left-right extrusion vibration, but the subsequent mode shapes are different; the ETFE sleepers belong to low damping structure in static wind environment, and the modal damping ratio decreases nonlinearly with the increase of internal pressure. With the increase of internal pressure and span, the influence of the change of internal pressure and span on the modal vibration mode of the air sleeper is limited; the effect of the change of membrane thickness and rise-span ratio on the low-order and high-order modal frequencies of the air sleeper is different; the wet modal frequencies of the air sleeper considering the influence of external air are higher than that of the dry mode. When the state frequency decreases, the influence of external air on the dynamic characteristics of air cushion increases significantly with the increase of air cushion span.
(4) The applicability and accuracy of the linear potential flow element in the nonlinear and large deformation random vibration analysis of the ETFE air cushion are verified, which lays the foundation for the fluid-structure coupling dynamic analysis of the air cushion. The results show that the vibration of the air cushion under wind load shows a strong integrity, and that the upper and lower membrane surfaces oscillate vertically and wholly under the connection of the inner inflatable. The response peak value of the upper membrane of the air cushion shifts to the windward side and distributes asymmetrically along the wind direction. It is symmetrical distribution only under uniform pressure.
(5) Based on the structure-fluid synchronous numerical modeling technique, a fluid-structure coupling analysis model of ETFE air-cushion is established, and the wind-induced response of ETFE air-cushion considering fluid-structure coupling is calculated. The influence of fluid-structure coupling on response time history, spatial distribution, power spectrum and wind-induced vibration coefficient of ETFE air-cushion is discussed. The results show that the fluid-structure coupling effect of ETFE air-cushion under wind load is mainly manifested by the unidirectional influence of the external flow field on the dynamic response of the air-cushion, and the fluid-structure coupling effect caused by the movement of the air-cushion is very weak. The response spectrum of the ETFE sleeper under the fluid-solid coupling is broadband with low-frequency vibration as the dominant component, which is obviously different from that without coupling. This shows that the mechanism of the wind-induced vibration of the sleeper under the fluid-solid coupling is different, and the former is strong under the wind load. The fluid-structure coupling effect coefficients of ETFE gas sleepers are significantly affected by wind speed, internal pressure, rise-span ratio and span. In the common Wind speed, internal pressure, rise-span ratio and span range, the fluid-structure coupling effect coefficients of ETFE gas sleepers are 0.62-0.725, 0.6-0.83, 0.58-0.87 and 0.58-0.87 respectively. .56 ~ 0.89.
Based on the theoretical derivation and experimental verification of the interaction model and considering the fluid-structure interaction between the air cushion and the external wind field, the wind-induced dynamic response of the ETFE air cushion is numerically simulated and analyzed. The static, dynamic and fluid-structure coupling characteristics of the ETFE air cushion are studied, which provides a useful reference for the engineering design of the air cushion.
【学位授予单位】:北京交通大学
【学位级别】:博士
【学位授予年份】:2015
【分类号】:TU383
【参考文献】
相关期刊论文 前10条
1 刘建明;吴明儿;张其林;;ETFE双层气枕计算分析及比较[J];东南大学学报(自然科学版);2007年05期
2 刘瑞霞,杨庆山,李作为,茹继平;小垂度薄膜屋盖的气弹动力耦合作用方程[J];工程力学;2004年06期
3 陈波;武岳;沈世钊;;张拉式膜结构抗风设计[J];工程力学;2006年07期
4 杨庆山;刘瑞霞;;薄膜结构气弹动力稳定性研究[J];工程力学;2006年09期
5 张华;单建;;薄膜结构随机风场模拟和耦合风振响应分析[J];工程力学;2006年10期
6 武岳;杨庆山;沈世钊;;索膜结构风振气弹效应的风洞实验研究[J];工程力学;2008年01期
7 周岱;李磊;邓麟勇;张夏萍;;流固耦合问题的网格更新与信息传递新方法[J];工程力学;2010年05期
8 张建;杨庆山;谭锋;;基于薄壳单元的薄膜结构褶皱分析[J];工程力学;2010年08期
9 赵俊钊;陈务军;付功义;朱红飞;;充气膜结构零应力态求解[J];工程力学;2012年12期
10 何艳丽;陈务军;赵俊钊;;充气膜结构的成形理论与试验研究[J];工程力学;2013年04期
相关博士学位论文 前5条
1 乔磊;大尺度复杂张拉薄膜结构整体分析理论及其软件化[D];北京交通大学;2011年
2 朱伟亮;基于大涡模拟的CFD入口条件及脉动风压模拟研究[D];北京交通大学;2011年
3 周峰;大跨度空间钢膜结构健康监测研究与应用[D];哈尔滨工业大学;2011年
4 孙晓颖;薄膜结构风振响应中的流固耦合效应研究[D];哈尔滨工业大学;2007年
5 王彬;流固耦合作用的弱耦合算法及风与薄膜结构的耦合分析[D];北京交通大学;2008年
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