發(fā)布時(shí)間：2018-05-21 04:22

  本文選題：光柵傳感 + 現(xiàn)場(chǎng)工況��； 參考：《西南交通大學(xué)》2017年碩士論文

【摘要】：無(wú)縫鋼軌以其獨(dú)有的優(yōu)勢(shì)得到世界各國(guó)鐵路部門(mén)的青睞,同時(shí)無(wú)縫線路的健康狀態(tài)也成為人們研究的焦點(diǎn)。光纖光柵傳感技術(shù)擁有高測(cè)量精度、體積小等諸多優(yōu)點(diǎn)正成為軌道安全監(jiān)測(cè)的新型應(yīng)用。通過(guò)光纖光柵反射回來(lái)的波長(zhǎng)信息進(jìn)行相應(yīng)數(shù)據(jù)處理可以推算出軌道的運(yùn)行狀態(tài),對(duì)線路的運(yùn)營(yíng)安全做出指導(dǎo)性參考。在本文中,光纖布拉格光柵(Fiber Bragg Grating)傳感技術(shù)將被應(yīng)用于軌道健康監(jiān)測(cè)系統(tǒng)中,針對(duì)不同無(wú)縫線路工況推導(dǎo)出不同的光纖光柵傳感特性,繼而結(jié)合現(xiàn)場(chǎng)不同工況下光纖光柵傳感特性提出了一套鐵路附加力測(cè)量的方案。本文首先對(duì)無(wú)縫線路研究背景和目的做了簡(jiǎn)介,并將國(guó)內(nèi)外鋼軌縱向附加力研究方法做了總結(jié),針對(duì)附加力測(cè)量中存在的問(wèn)題引出本文主要工作和結(jié)構(gòu)安排。之后介紹光纖光柵溫度及應(yīng)變傳感特性,同時(shí)對(duì)光纖光柵在應(yīng)用中常見(jiàn)的溫度和應(yīng)變同時(shí)交叉影響問(wèn)題做了解決方法歸納,最后為了能將光纖光柵應(yīng)用于惡劣測(cè)量環(huán)境中,對(duì)光纖光柵封裝工藝做了部分研究。其次模擬鐵路現(xiàn)場(chǎng)工況,即鋼軌豎向及軸向分別處于自由以及受約束的受力狀態(tài),探究在這兩種條件下的光纖光柵傳感原理并加以實(shí)驗(yàn)驗(yàn)證,實(shí)驗(yàn)結(jié)果表明在軌溫變化60℃范圍內(nèi),FBG_1與FBG_2傳感特性的理論推導(dǎo)值與實(shí)際測(cè)量之間的誤差分別為1.6%和3.2%。通過(guò)對(duì)不同約束條件光纖光柵傳感特性的驗(yàn)證不僅可標(biāo)定出光纖光柵的應(yīng)變以及溫度靈敏度系數(shù),同時(shí)可以為無(wú)縫線路縱向力有效測(cè)量提供更多的理論依據(jù)。最后介紹鐵路無(wú)縫線路鋼軌固定區(qū)附加力測(cè)量困難的原因,針對(duì)此困難提出一種用于測(cè)量附加力的新型光纖光柵結(jié)構(gòu)一異構(gòu)光纖光柵傳感器,并對(duì)異構(gòu)光纖光柵傳感器測(cè)量鋼軌附加力做了原理推導(dǎo),通過(guò)實(shí)驗(yàn)驗(yàn)證異構(gòu)光柵相對(duì)波長(zhǎng)差與縱向附加力具有高于0.999的線性度,且通過(guò)異構(gòu)光柵測(cè)量得縱向附加力與理論值的誤差在5%以內(nèi)。異構(gòu)光柵不僅可以解決自身溫度補(bǔ)償問(wèn)題,同時(shí)溫度變化導(dǎo)致的無(wú)縫線路應(yīng)變監(jiān)測(cè)困難也可得到有效解決,之后結(jié)合之前設(shè)計(jì)的封裝工藝來(lái)進(jìn)行異構(gòu)光柵封裝保護(hù),并對(duì)封裝后的異構(gòu)光柵進(jìn)行附加力的測(cè)量,其中使用封裝后異構(gòu)光柵傳感器測(cè)量附加力精度可達(dá)92.5%。
[Abstract]:Because of its unique advantages, the seamless rail has been favored by the railway departments all over the world, and the health status of the seamless rail has also become the focus of research. Fiber Bragg grating (FBG) sensing technology has many advantages, such as high measurement precision and small size, which is becoming a new application of track safety monitoring. Through the corresponding data processing of the wavelength information reflected from the fiber grating, the operating state of the track can be calculated, and the guiding reference for the operation safety of the line can be made. In this paper, fiber Bragg grating sensing technology will be applied to track health monitoring system. Then, according to the sensing characteristics of fiber Bragg grating (FBG) in different working conditions, a set of railway additional force measurement scheme is proposed. In this paper, the background and purpose of the research on CWR are introduced, and the research methods of longitudinal additional force of rail are summarized, and the main work and structure arrangement of this paper are brought forward in view of the problems existing in the measurement of additional force. Then, the temperature and strain sensing characteristics of fiber grating are introduced, and the common cross-effects of temperature and strain in the application of fiber grating are summarized. Finally, in order to be able to apply fiber Bragg grating in harsh measurement environment, The packaging technology of fiber grating is studied in part. Secondly, the paper simulates the working condition of railway field, that is, the vertical and axial direction of rail are in the free and constrained state respectively. The principle of fiber Bragg grating sensing under these two conditions is explored and verified by experiments. The experimental results show that the errors between the theoretical derivation of the sensing characteristics of FBG-1 and FBG_2 and the actual measurements are 1.6% and 3.2% respectively in the range of 60 鈩，

本文編號(hào)：1917731