基于不同固有頻率的雙圓柱流致振動(dòng)以及風(fēng)洞性能測(cè)試
發(fā)布時(shí)間:2024-10-05 02:57
眾所周知,多圓柱組合結(jié)構(gòu)特征經(jīng)常出現(xiàn)在各個(gè)工程領(lǐng)域中,所以對(duì)圓柱繞流問(wèn)題的研究從未間斷。其中對(duì)串聯(lián)雙圓柱的流致振動(dòng)研究主要都是基于相同的固有頻率,然而現(xiàn)實(shí)生活中兩圓柱的固有頻率并非總是相同的。因此,本文主要針對(duì)具有不同固有頻率的兩等直徑串聯(lián)圓柱的流致振動(dòng)特征進(jìn)行風(fēng)洞實(shí)驗(yàn)研究;以及對(duì)風(fēng)洞性能進(jìn)行測(cè)試以驗(yàn)證其滿(mǎn)足設(shè)計(jì)和實(shí)驗(yàn)要求。兩圓柱只允許在橫向上進(jìn)行單自由度振動(dòng),其中選擇了六個(gè)不同的固有頻率比進(jìn)行實(shí)驗(yàn),fn*分別為0.6、0.8、1.0、1.2、1.4、1.6;此外,兩圓柱的軸心距也是不同的,L/D分別為1.5、2.0和2.5,其中L是兩圓柱軸心的間距,D是圓柱的外徑。圓柱的振動(dòng)和頻率響應(yīng)以及尾流區(qū)渦脫頻率的測(cè)量分別用激光測(cè)振儀和熱線風(fēng)速儀同步進(jìn)行。其振動(dòng)特征和頻率響應(yīng)結(jié)果表明,在不同的速度范圍內(nèi)固有頻率的不同對(duì)渦激振動(dòng)和馳振都產(chǎn)生了抑制作用。此外,本文還進(jìn)一步研究了不同固有頻率對(duì)渦脫頻率的影響。
【文章頁(yè)數(shù)】:73 頁(yè)
【學(xué)位級(jí)別】:碩士
【文章目錄】:
摘要
Abstract
Acknowledgement
Nomenclature
Chapter 1 INTRODUCTION
1.1 Background
1.2 Literature review
1.3 Objectives
1.4 Thesis outline
Chapter 2 EXPERIMENT SETUP AND TECHNIQUES
2.1 FIV of two cylinders of different natural frequencies
2.2 Wind tunnel documentation
2.3 Summary
Chapter 3 RESULTS AND DISCUSSION
3.1 Discussions at L/D = 1.5
3.1.1 Vibration response
3.1.2 Oscillation frequency and vortex shedding frequency
3.2 Discussions at L/D = 2.0
3.2.1 Vibration response
3.2.2 Oscillation frequency and vortex shedding frequency
3.3 Discussions at L/D = 2.5
3.3.1 Vibration response
3.3.2 Oscillation frequency and vortex shedding frequency
3.4 Summary
Chapter 4 WIND TUNNEL DOCUMENTATION
4.1 Pressure and velocity gradient
4.2 Temperature constant time in wind tunnel
4.3 Boundary layer thickness
4.4 Flow uniformity
4.5 Turbulence intensity
4.6 The vibration of wind tunnel window
4.7 Summary
Conclusions
References
Author's Publications
本文編號(hào):4007462
【文章頁(yè)數(shù)】:73 頁(yè)
【學(xué)位級(jí)別】:碩士
【文章目錄】:
摘要
Abstract
Acknowledgement
Nomenclature
Chapter 1 INTRODUCTION
1.1 Background
1.2 Literature review
1.3 Objectives
1.4 Thesis outline
Chapter 2 EXPERIMENT SETUP AND TECHNIQUES
2.1 FIV of two cylinders of different natural frequencies
2.2 Wind tunnel documentation
2.3 Summary
Chapter 3 RESULTS AND DISCUSSION
3.1 Discussions at L/D = 1.5
3.1.1 Vibration response
3.1.2 Oscillation frequency and vortex shedding frequency
3.2 Discussions at L/D = 2.0
3.2.1 Vibration response
3.2.2 Oscillation frequency and vortex shedding frequency
3.3 Discussions at L/D = 2.5
3.3.1 Vibration response
3.3.2 Oscillation frequency and vortex shedding frequency
3.4 Summary
Chapter 4 WIND TUNNEL DOCUMENTATION
4.1 Pressure and velocity gradient
4.2 Temperature constant time in wind tunnel
4.3 Boundary layer thickness
4.4 Flow uniformity
4.5 Turbulence intensity
4.6 The vibration of wind tunnel window
4.7 Summary
Conclusions
References
Author's Publications
本文編號(hào):4007462
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