基于光纤智能夹层传感结构的应力测量研究

制作了一种模块化的光纤传感夹层,对夹层内的光纤传感器的应力特性进行了实验研究。分析了应变对传感系数的影响,对埋入到光纤智能夹层中的两种光纤传感器的输出特性进行了比较。实验结果表明:光纤Bragg光栅传感器的波长漂移与应变之间具有理想的线性关系,但应变灵敏度由1.2pm/με降至1.15pm/με;由于制作工艺的局限,对于非本征F-P光纤传感器,当应变达到350με后,应变与载荷具有较好的线性响应。与非本征F-P光纤传感器相比,光纤Bragg光栅传感器是光纤智能夹层首选的应变传感器。将埋入了Bragg光栅传感器的智能夹层粘贴于某型飞机的翼-身连接构件内部进行监测,实验结果为光纤智能夹层应用于复合材料结构的应变监测提供了参考。     

绞合式光纤应变传感器

研究了一种可用于工程结构状态监测的本征型强度调制光纤应变传感器,由两根以上多模光纤相互绞合形成,分析了该传感器的应变传感原理,得到其既能测量拉应变,又有测定压应变的结论,传感器对应变的响应具有良好的线性和重复性、灵敏度高、无迟滞现象,对钢筋拉应变、混凝土压就矿业的实验结果与理论分析一致,表明该传感器是适合土木工程测量、结构状态监测等方面的较为理想的光纤传感器。     

光纤光栅传感器对钢筋混凝土内部应变的测量及温度效应的研究

本文应用光纤光栅传感器实现了对钢筋混凝土试件内部应变的测量．试验不仅就应用光纤光栅进行混凝土结构内部应变测量的技术、工艺进行研究，还通过设计温度控制试验，考察了光纤光栅传感器的温度补偿问题，以及横向应变对测量结果的影响．     

一种基于应变模态分析的舰船分布式挠曲姿态测量方法

针对舰船所处的恶劣环境，以及舰船导航和武器系统对姿态测量精度日益提高的要求，根据应变模态分析理论，建立了应变信息与姿态信息的变换关系，并提出了利用光纤Bragg光栅(FBG)传感器测量甲板的应变，求取由挠曲变形引起的姿态信息误差的方法。通过对简易模型的实验，验证了这种方法是有效的并且具有较高的精度。     

基于光纤光栅技术的船体变形修正技术

为进一步优化航天测量船变形测量系统,提出了基于光纤Bragg光栅技术的应变误差测量方法。首先通过对测量船变形系统的结构和光路进行几何分析,建立了应变量与误差角之间的转换模型。然后基于光纤光栅技术设计了测量船变形系统的应变误差测量方案。由应变与误差角的转换公式得到,运用常用的Si425型光纤光栅解调仪,其理论测量精度可达0.01″。     

光纤光栅传感器应用于典型复合材料梁内部应变测试的试验研究

利用埋设在复合材料内部的未封装光纤光栅(Fiber Bragg Grating,FBG)传感器监测环氧树脂梁和玻璃纤维层压梁在三点弯曲过程中的应变变化,并与理论值进行对比,结果表明:两者所得的应变变化趋势吻合良好.光纤光栅传感器测量典型复合材料梁内部应变的方法不仅适用于各向同性的环氧树脂复合材料,而且适用于各向异性的玻璃纤维复合材料.     

FRP混凝土结构力学性能的实验研究

本文首次引入基于马赫—曾德(Mech—Zehnder)原理的全光纤应变传感器系统到FRP混凝土结构的力学性能研究中，通过四点弯曲试验来测量试件内部的应力应变状态，并结合电测结果进行综合分析，为进一步的理论分析和计算奠定了实验基础．     

光纤传感无损检测混凝土结构研究述评

本文综述了近几年来使用光纤传感器埋入混凝土构件及结构中无损检测其内部应力、应变及评估结构完整性等研究领域的概况。探讨了光纤与混凝土接触面之间的涂层材料的基本特性及其细观力学问题。最后给出了目前国外利用这种新技术所得到的一些成果。     

基于光纤光栅传感器的玻璃纤维复合材料层间应变测试的实验分析

通过对内埋未封装光纤光栅传感器(Fiber Bragg Grating,FBG)的玻璃纤维增强复合材料进行力学实验分析,得到不同试件层间的应变曲线与试件断面的微观截面图.探讨了玻璃纤维复合材料固化过程中温度和压力对FBG传感器的传感性能的影响,深入分析了FBG传感器与玻璃纤维复合材料的融合度以及弯曲实验中FBG传感器检测精度.在试件三点弯曲实验中,与传统电测方法不同,应用新型未封装FBG传感器进行复合材料的层间应变测量,得到的层间应变与载荷数据,拟合直线的线性相关系数均在0.99以上,并且传感器在监测不同试件同一层的层间应变的相对误差不超过5％.为应用FBG传感器检测实际的复合材料构件内部应变以及形成FBG传感网络损伤监测系统提供了实验基础.     

地震CT与FBG传感器技术在隧道结构诊断中的应用

针对飞鱼泽隧道的上行线二衬拱顶靠档墙处出现裂缝,经地震CT技术查清隧道上所覆盖岩体的工程地质结构结果表明,沿隧道轴向存在三个岩体破碎带,其中在小里程入口段,岩体完整性较差。在隧道病害治理和隧道健康监测中,经光纤Bragg光栅（FBG）传感器的监测结果表明,松散破碎岩体的地质情况得到了相应的加固。因此,地震CT和FBG两者的检测结论是相互印证的。     

Use of Spectral Conditions to Separate Strain and Temperature Effects in Fibre Bragg Grating Sensors Embedded in Load-Carrying Anisotropic Laminates

This work presents a further development of the methods of simultaneous determination of temperature and axial strain using a single fibre Bragg grating (FBG). The reflected spectrum of composite-embedded FBG sensors has been analyzed in order to separate temperature and load effects. We found out that during the curing process of the laminates, a superstructure has been introduced on the FBG. Analyzing this effect, a temperature and strain separation was implemented by simply calculating and comparing the integrated intensity of the spectral response signal. A mathematical four-parametric model has been developed to calculate the reflected spectrum of a superstructured fibre Bragg grating. The mathematically achieved data has been evaluated with experimentally determined data from fibre Bragg gratings embedded in glass-fibre reinforced composite materials.     

Torsion measurement using fiber Bragg grating sensors

In this paper, the authors study the potential of using fiber Bragg grating (FBG) strain sensors to measure the torsion deformation theoretically and experimentally. FBG sensors are bonded on the surface of a shaft. When the shaft is under torsion, there is strain induced in the FBG sensor and the Bragg wavelength will shift accordingly. According to the wavelength shift and photoelastic properties of the FBG sensor bonded to the shaft, the torsion deformation of the shaft can be obtained. To minimize the measurement error, the optimal direction of the FBG sensor is obtained. The influences of the orientation deviation of the FBG sensor are discussed. The feasibility of this method is demonstrated by experiment, and the test results agree well with the theoretical analysis.     

基于准分布式FBG传感器的均质材料内部应变测试的试验研究

采用环氧树脂材料作为试验载体,使用没有任何保护性封装的、运用波分复用技术在同一光纤上刻入三个布拉格光栅的基础FBG传感器,来监测液体树脂流动及固化成型的全过程,并使用固化成型的环氧树脂板进行三点弯曲试验。将所得数据与有限元模拟数值解进行比较,来验证在去除封装、将传感器自身应变影响降到最低的情况下,FBG传感网络是否依然能够有效地反映出试验对象在各种情况下的内部应变。本文给出了FBG光纤光栅在逐级静力荷载加载下材料内部三点弯曲的应变图,并通过数值计算分析了未封装光纤在复合材料内部受力过程中的力学性能。     

Multi-Functional Measurement Using a Single FBG Sensor

This paper describes the measurement of average strain, strain distribution and vibration of a cantilever beam made of Carbon Fiber Reinforced Plastics (CFRP), using a single Fibre Bragg Grating (FBG) sensor mounted on the beam surface. Average strain is determined from the displacement of the peak wavelength of reflected spectrum from the FBG sensor. Two unstrained reference FBG sensors were used to compensate for temperature drift. Measured strains agree with those measured by a resistance foil strain gauge attached to the sample. Stress distributions are measured by monitoring the variation in the full width at half maximum (FWHM) values of the reflected spectrum, using a proposed optical analytical model, described in the paper. FWHM values were measured for both the cantilever test beam and for a reference beam, loaded using a four-point bending rig. The trend of the stress distribution for the test beam matches with our analytical model, however with a relatively large noise present in the experimentally determined data. The vibration of a cantilever beam was measured by temporal analysis of the peak reflection wavelength. This technique is very stable as measurements are not affected by variations in the signal amplitude. Finally an application of FBG sensors for damage detection of CFRP plates, by measuring the natural frequency, is demonstrated. With small defects of different sizes applied to the CFRP plate, the natural frequency decreased with damage size.     

Full-Spectral Interrogation of Fiber Bragg Grating Sensors Exposed to Steady-State Vibration

In this paper we measure for the first time the full-spectral response of a fiber Bragg grating (FBG) sensor subjected to vibration. We consider two cases: with and without an initial spectral distortion due to non-uniform strain along the length of the FBG. Previous work has measured only the dynamic response at a single wavelength which is valid when no spectral distortion is present. FBG sensors are mounted near the notch tip on a double edge notch specimen that is also subjected to harmonic vibration. We measure the full-spectral response of the FBG at 100 kHz applying an interrogator recently developed by the authors. The measurements of the FBG response with an initial spectral distortion clearly show the transient response and are verified through simulation. Finally, we demonstrate that the use of the high-speed, full-spectral interrogator permits the separation of the spectral distortion and the harmonic vibration from the FBG response signal through classical filtering and can therefore be applied to measure non-uniform strain fields in noisy environments.     

Estimating deflection of a simple beam model using fiber optic bragg-grating sensors

In this paper, we develop a method to estimate the bridge deflection using fiber optic Bragg-grating (FBG) strain sensors. For most structural evaluation of bridge integrity, it is very important to measure the geometric profile, which is a major factor representing the global behavior of civil structures, especially bridges. In the past, because of the lack of appropriate methods to measure the deflection curve of bridges on site, the measurement of deflection has been restricted to just a few discrete points along the bridge, and the measuring points have been limited to the locations installed with displacement transducers. However, by applying classical beam theory, a formula is rearranged to estimate the continuously deflected profile by using strains measured directly from several points. In addition, FBG strain sensors, which are electromagnetic, noise-free and multipoint measurable, are employed to obtain flexural strains more accurately and stably. The regression analysis is performed to obtain a strain function from the measured strain data. Finally, the deflection curve can be estimated by applying the strain function to the formula. An experimental test has also been carried out to verify the developed method.     

一种新形式的钢纤维混凝土冲击动态本构关系及材料参数的确定

采用?75 mm大口径SHPB系统进行了钢纤维体积率为0%、0.75%、1.5%三种混凝土材料动态性能实验,得出了不同钢纤维含量、不同应变率下的材料应力-应变关系曲线,实验结果表明:随着纤维含量及应变率的增加,钢纤维混凝土材料的峰值应变、峰值应力都随之提高,并在峰值应力之后出现应力的应变软化现象。以此实验结果为基础,提出了一种依赖于应变和应变率相关函数的新型非线性黏塑性动态本构关系,并通过对实验曲线的三步逐次最小二乘优选模拟,得到了相应的材料参数。结果表明,该本构关系对实验数据的模拟效果较好。     

钢纤维高强混凝土冲击压缩的试验研究

介绍了利用100 mm SHPB装置获得钢纤维高强混凝土冲击压缩应力-应变曲线的试验研究。同一类试样在静态和动态共4个不同应变率下的试验结果揭示混凝土是应变率敏感材料，其破坏应变、峰值应变和弹性模量表现出显著的应变率强化效应。从静态和动态压缩下混凝土损伤演化的不同形式对这种应变率强化效应进行了详细讨论。从相近应变率下不同钢纤维含量试样的试验结果中，发现冲击压缩下钢纤维对混凝土的增强效应随应变率的增大而减弱。从钢纤维对混凝土静态和动态压缩下损伤演化形式的影响，讨论了钢纤维对混凝土的这种增强效应。     

Estimation of Displacement Response from FBG Strain Sensors Using Empirical Mode Decomposition Technique

As an important factor in evaluating the safety of civil infrastructures, predictions of displacement become the basis for determining the decrease of structural performance and the degree of aging in general. It is, however, well known that it is not easy to measure the displacement response of civil infrastructures such as suspension bridges due to a lack of appropriate measurement techniques, despite the importance of measurements in the displacement response. Thus, as an alternative for predicting the displacement response indirectly, the conversion of the measured strain signal obtained using Fiber optic Bragg-Grating (FBG) sensors into the displacement response is suggested. In previous studies on the prediction of displacement response using FBG sensors, static displacement was mainly predicted. A known complication in the use of the measured strain signal to predict dynamic displacement is the fact that the measured strain signal includes higher modes, and that the predicted dynamic displacement can be inherently contaminated by broad-band noises. To overcome such a problem, a mode decomposition technique was used. This is a method that estimates the total displacement response combined with each displacement response about the major mode of the structure and the quasi-static displacement responses. In order to verify the suggested algorithm to predict the displacement responses from FBG strain signals, a model experiment and field tests were executed.     

High-rate deformation and fracture of fiber reinforced concrete

This paper presents the results of dynamic compression and splitting-tensile tests of cardiff fiber reinforced concrete (CARDIFRC) composite using the Kolsky technique and its modification. The strength and deformation characteristics of fiber-reinforced concrete were determined experimentally at high strain rates. The mechanical characteristics were found to depend on the strain rate and stress rate. A uniform interpretation of the rate effects of fracture of the tested fiber-reinforced concrete is given on the basis of a structural-temporal approach. It is shown that the time dependences of both the compressive and tensile strengths of fiber reinforced concrete are well calculated using the incubation time criterion.