实验流体力学
實驗流體力學
실험류체역학
JOURNAL OF EXPERIMENTS IN FLUID MECHANICS
2015年
3期
35-40
,共6页
檀忠旭%朱乐东%徐自然%陈伟
檀忠旭%硃樂東%徐自然%陳偉
단충욱%주악동%서자연%진위
气动导纳%风洞试验%测力试验%测压试验%测压管路频响特性
氣動導納%風洞試驗%測力試驗%測壓試驗%測壓管路頻響特性
기동도납%풍동시험%측력시험%측압시험%측압관로빈향특성
aerodynamic admittance%wind tunnel test%force measurement%pressure measure-ment%frequency response characteristic of pressure tube
气动导纳是大跨度桥梁抖振分析的重要参数,通常通过格栅湍流场测力或测压风洞试验进行识别。然而,测力试验中天平和节段模型系统的固有振动和测压试验中测压管路系统的频响效应都会对气动导纳的识别结果产生影响。本文通过格栅湍流场测力和测压试验、采用抖振力自谱和抖振力脉动风交叉谱综合残量最小二乘法识别了准平板断面的气动导纳,其中,在基于测力试验的气动导纳识别中考虑了模型抖振力跨向不完全相关效应的影响,在基于测压试验的气动导纳识别中考虑了按Bergh-Tij deman理论公式修正或者不修正测压管路系统频响特性影响的2种情况。在此基础上,通过考察气动导纳实验识别结果之间的差别及其与平板断面气动导纳理论解Sears函数之间的差别,研究了天平模型系统固有振动以及测压管路系统频响效应对识别结果的影响。结果表明:天平模型系统的共振会显著放大气动导纳的识别结果;而由于测压管路的固有频率一般要显著高于天平模型系统的固有频率,因此,与基于测力试验得到的气动导纳相比,基于测压试验所得气动导纳总体上更加合理,可用导纳的折算频率范围更广。此外,在一般大跨度桥梁抖振分析所关心的折算频率范围内,考虑测压管路频响特性修正后,气动导纳有一定降低。
氣動導納是大跨度橋樑抖振分析的重要參數,通常通過格柵湍流場測力或測壓風洞試驗進行識彆。然而,測力試驗中天平和節段模型繫統的固有振動和測壓試驗中測壓管路繫統的頻響效應都會對氣動導納的識彆結果產生影響。本文通過格柵湍流場測力和測壓試驗、採用抖振力自譜和抖振力脈動風交扠譜綜閤殘量最小二乘法識彆瞭準平闆斷麵的氣動導納,其中,在基于測力試驗的氣動導納識彆中攷慮瞭模型抖振力跨嚮不完全相關效應的影響,在基于測壓試驗的氣動導納識彆中攷慮瞭按Bergh-Tij deman理論公式脩正或者不脩正測壓管路繫統頻響特性影響的2種情況。在此基礎上,通過攷察氣動導納實驗識彆結果之間的差彆及其與平闆斷麵氣動導納理論解Sears函數之間的差彆,研究瞭天平模型繫統固有振動以及測壓管路繫統頻響效應對識彆結果的影響。結果錶明:天平模型繫統的共振會顯著放大氣動導納的識彆結果;而由于測壓管路的固有頻率一般要顯著高于天平模型繫統的固有頻率,因此,與基于測力試驗得到的氣動導納相比,基于測壓試驗所得氣動導納總體上更加閤理,可用導納的摺算頻率範圍更廣。此外,在一般大跨度橋樑抖振分析所關心的摺算頻率範圍內,攷慮測壓管路頻響特性脩正後,氣動導納有一定降低。
기동도납시대과도교량두진분석적중요삼수,통상통과격책단류장측력혹측압풍동시험진행식별。연이,측력시험중천평화절단모형계통적고유진동화측압시험중측압관로계통적빈향효응도회대기동도납적식별결과산생영향。본문통과격책단류장측력화측압시험、채용두진력자보화두진력맥동풍교차보종합잔량최소이승법식별료준평판단면적기동도납,기중,재기우측력시험적기동도납식별중고필료모형두진력과향불완전상관효응적영향,재기우측압시험적기동도납식별중고필료안Bergh-Tij deman이론공식수정혹자불수정측압관로계통빈향특성영향적2충정황。재차기출상,통과고찰기동도납실험식별결과지간적차별급기여평판단면기동도납이론해Sears함수지간적차별,연구료천평모형계통고유진동이급측압관로계통빈향효응대식별결과적영향。결과표명:천평모형계통적공진회현저방대기동도납적식별결과;이유우측압관로적고유빈솔일반요현저고우천평모형계통적고유빈솔,인차,여기우측력시험득도적기동도납상비,기우측압시험소득기동도납총체상경가합리,가용도납적절산빈솔범위경엄。차외,재일반대과도교량두진분석소관심적절산빈솔범위내,고필측압관로빈향특성수정후,기동도납유일정강저。
Aerodynamic admittances are important parameters in buffeting analysis,and often identified via wind tunnel test of force or pressure measurement in turbulent wind field.However, both the natural vibration of the balance-model system and the frequency-response effect of the tubing system for pressure measurement can affect the identified results of aerodynamic admittance.In this study,the aerodynamic admittances of a quasi-flat section were identified via wind tunnel tests of force and pressure measurements in conj unction with a least square method based on a colligated-residue composed of buffeting-force auto-spectrum and cross-spectra be-tween buffeting force and fluctuating wind speeds (simplified as “colligated least square meth-od”).The span-wise incomplete correlation effect of buffeting forces on the sectional model was taken into account in the identification of aerodynamic admittance based on the force measure-ment test.Two cases with and without correcting the frequency-response effect of pressure tub-ing system according to the Bergh-Tij deman’s formulae were considered in the identification of aerodynamic admittance based on the pressure measurement test.On these bases,the influences of the natural vibration of the balance-model system and the frequency-response effect of the pres-sure tubing system on the identified results of the aerodynamic admittances were investigated by observing the discrepancies among the test results and the Sears Function,which is the theoreti-cal aerodynamic admittance of flat plate cross section.The results show that the resonance of bal-ance-model system can significantly amplify the identified results of aerodynamic admittances. Furthermore ,compared with the results of aerodynamic admittances identified via force measure-ment test,those identified via the pressure measurement test are much more reasonable in gener-al,and have much wider ranges of reduced frequency with practicable values,because the natural frequency of pressure tubing system is generally much higher than that of the balance-model sys-tem.Moreover,the values of the identified aerodynamic admittances would drop to some extent within a concerned range of reduced frequency for buffeting analyses of common long span bridges after considering the correction of frequency-response effect of pressure tubing system,because the resonance effect of tube cavity plays an amplifying role on the fluctuating pressure signals with frequencies lower than the resonant frequency of the tube.