交通基础设施智能监测传感器发展与展望

作者：张子飏¹’²’³,李向红¹,淡丹辉²

作者简介：

ZHANG Ziyang, Instructor, E-mail: 1327683835 @qq. com

作者单位：

1. 中亿丰建设集团股份有限公司,江苏苏州 215131; 2. 同济大学土木工程学院,上海 200092; 3. 苏州科技大学土木工程学院,江苏苏州 215009

基金项目：

∗国家自然科学基金青年基金(52408203)

摘要：

结构健康监测技术利用先进传感器实时采集结构状态数据,评估其完整性及剩余寿命,并据此制定维护决策。结构健康监测的关键是准确获取结构数据。随着新传感器技术发展,用于结构健康监测的传感器和数据采集设备不断涌现,这些设备性能迅速发展。总结用于结构健康监测的光纤传感器、压电材料传感器和自诊断传感器最新进展,介绍每种传感器基本工作原理及其在结构健康监测中的应用,展望传感器在结构健康监测中面临的挑战和机遇。

关键词：基础设施;健康监测;桥梁;隧道;传感器;损伤;识别

English：

Structural health monitoring technology uses advanced sensors to collect structural state data inreal time, evaluate its integrity and residual life, and make maintenance decisions accordingly. The keyof structural health monitoring is to obtain structural data accurately. With the development of new sensortechnology, sensors and data acquisition devices for structural health monitoring are constantly emerging,and the performance of these devices is developing rapidly. The latest developments of fiber opticsensors, piezoelectric material sensors and self-diagnostic sensors for structural health monitoring aresummarized. The basic working principle of each sensor and its application in structural health monitoringare introduced, and the challenges and opportunities faced by sensors in structural health monitoring areprospected.

[1]	VARDEMAN B S. Statistics and probability theory: in pursuit ofengineering decision support [J]. International statistical review,2014, 82(2): 327-327.
[2]	BADO M F,CASAS J R. A review of recent distributed opticalfiber sensors applications for civil engineering structural healthmonitoring[J]. Sensors,2021,21(5):1818.
[3]	XU Y L, XIA Y. Structural health monitoring of long-spansuspension bridges[M]. Boca Raton:CRC Press,2011.
[4]	PALMIERI L. Distributed optical fiber sensing based on Rayleighscattering[J]. The open optics journal,2013,7(1):104-127.
[5]	FENG C,EMAD KADUM J,SCHNEIDER T. The state-of-the-artof Brillouin distributed fiber sensing [ M ]. London:IntechOpen,2019.
[6]	WANG W J,CHANG J, LÜ G P, et al. Wavelength dispersionanalysis on fiber-optic Raman distributed temperature sensorsystem[J]. Photonic sensors,2013,3(3):256-261.
[7]	VRIES DE M, NASTA M, BHATIA V, et al. Performance ofembedded short-gage-length optical fiber sensors in a fatigue-loaded reinforced concrete specimen [ J]. Smart materials andstructures,1995,4(1A):A107-A113.
[8]	QUIRION M,BALLIVY G. Concrete strain monitoring with fabry-P􀆧rot fiber-optic sensor [ J ]. Journal of materials in civilengineering,2000,12(3):254-261.
[9]	ZHANG B,BENMOKRANE B,NICOLE J F,et al. Evaluation offibre optic sensors for structural condition monitoring [ J ].Materials and structures,2002,35(6):357-364.
[10]	DELEPINE-LESOILLE S,MERLIOT E,BOULAY C,et al. Quasi-distributed optical fibre extensometers for continuous embeddinginto concrete [ J ]. Smart materials and structures, 2006,15(4):931.
[11]	BENMOKRANE B,RAHMAN H,MUKHOPADHYAYA P,et al.Use of fibre reinforced polymer reinforcement integrated with fibreoptic sensors for concrete bridge deck slab construction [ J ].Canadian journal of civil engineering,2000,27(5):928-940.
[12]	MUFTI A A,TADROS G,JONES P R. Field assessment of fibre-optic Bragg grating strain sensors in the ConfederationBridge[J]. Canadian journal of civil engineering,1997,24(6):963-966.
[13]	BRONNIMANN R, NELLEN M, SENNHAUSER U. Reliabilitymonitoring of CFRP structural elements in bridges with fiber opticBragg grating sensors[ J]. Journal of intelligent material systemsand structures,1999,10(4):322-329.
[14]	OU J P,ZHOU Z. Applications of optical fiber sensors of SHM ininfrastructures [ C ] / / Smart Sensor Phenomena, Technology,Networks,and Systems 2008, 2008.
[15]	HABEL W R,FEDDERSEN I,FITSCHEN C. Embedded quasi-distributed fiber-optic sensors for the long-term monitoring of thegrouting area of rock anchors in a large gravity dam[J]. Journal ofintelligent material systems and structures, 1999, 10(4):330-339.
[16]	NEWHOOK J P, BAKHT B, MUFTI A A, et al. Monitoring ofhall’s harbor wharf[C] / / Proceedings of SPIE-The InternationalSociety for Optical Engineering, 2001.
[17]	FUHR P L,HUSTON D R,KAJENSKI P J, et al. Performanceand health monitoring of the Stafford Medical Building usingembedded sensors [ J ]. Smart materials and structures, 1992,1(1):63.
[18]	KWON I B,KIM C Y,CHOI M Y. Continuous measurement oftemperature distributed on a building construction [ C] / / SmartStructures and Materials 2002: Smart Systems for Bridges,Structures,and Highways,2002.
[19]	CURIE J, CURIE P. D􀆧veloppement par compression de l ’􀆧lectricit􀆧 polaire dans les cristaux h􀆧mièdres 􀅣 faces inclin􀆧es[ J]. Bulletin de la soci􀆧t􀆧 min􀆧ralogique de France,1880,3(4):90-93.
[20]	TANDON B, BLAKER J J, CARTMELL S H. Piezoelectricmaterials as stimulatory biomedical materials and scaffolds forbone repair[J]. Acta biomaterialia,2018,73:1-20.
[21]	LIANG C, SUN F P, ROGERS C A. Electro-mechanicalimpedance modeling of active material systems [ J ]. Smartmaterials and structures,1996,5(2):171.
[22]	PERERA R,TORRES L,DÍAZ F J,et al. Analysis of the impactof sustained load and temperature on the performance of theelectromechanical impedance technique through multilevelmachine learning and FBG sensors [ J ]. Sensors, 202¹’²1(17):5755.
[23]	VOUTETAKI M E,NAOUM M C,PAPADOPOULOS N A,et al.Cracking diagnosis in fiber-reinforced concrete with syntheticfibers using piezoelectric transducers [ J ]. Fibers, 2022,10(1):5.
[24]	SIKDAR S, SINGH S K, MALINOWSKI P, et al.Electromechanical impedance based debond localisation in acomposite sandwich structure [ J]. Journal of intelligent materialsystems and structures,2022,33(12):1487-1496.
[25]	SHAO J H,WANG T,YIN H Y,et al. Bolt looseness detectionbased on piezoelectric impedance frequency shift [ J]. Appliedsciences,2016,6(10):298.
[26]	TENREIRO A F G,LOPES A M,SILVA L F M D,et al. Effect ofmechanical properties and geometric dimensions onelectromechanical impedance signatures for adhesive jointintegrity monitoring [ J]. Mechanics of advanced materials andstructures,2022,30:1437-1452.
[27]	JIANG X,ZHANG X,ZHANG Y X. Piezoelectric active sensorself-diagnosis for electromechanical impedance monitoring usingK-means clustering analysis and artificial neural network [ J].Shock and vibration,202¹’²021(1):5574898.
[28]	NGUYEN B P,TRAN Q H,NGUYEN T T,et al. Understandingimpedance response characteristics of a piezoelectric-based smartinterface subjected to functional degradations [ J]. Complexity,202¹’²021(1):5728679.
[29]	JAHANBIN M. Application of interface guided waves forstructural health monitoring of hybrid bonded joints [ J ]. IOPconference series: materials science and engineering, 2021,1060(1):012006.
[30]	BOIVIN G, VIENS M, BELANGER P. Plane wave SH0piezoceramic transduction optimized using geometrical parameters[J]. Sensors,2018,18(2):542.
[31]	ZENNARO M,O’ BOY D J,LOWE P S,et al. Characterizationand design improvement of a thickness-shear lead zirconatetitanate transducer for low frequency ultrasonic guided waveapplications[J]. Sensors,2019,19(8):1848.
[32]	OCHÔA P, GROVES R M, BENEDICTUS R. Systematicmultiparameter design methodology for an ultrasonic healthmonitoring system for full-scale composite aircraft primarystructures [ J]. Structural control and health monitoring, 2019,26(5):e2340.
[33]	ISMAIL Z, MUSTAPHA S, TARHINI H. Optimizing theplacement of piezoelectric wafers on closed sections using agenetic algorithm-towards application in structural healthmonitoring[J]. Ultrasonics,2021,116:106523.
[34]	MORTON T M,HARRINGTON R M,BJELETICH J G. Acousticemissions of fatigue crack growth [ J ]. Engineering fracturemechanics,1973,5(3):691-697.
[35]	BERKOVITS A,FANG D N. Study of fatigue crack characteristicsby acoustic emission[ J]. Engineering fracture mechanics,1995,51(3):401-416.
[36]	DE SIMONE M E, CIAMPA F, BOCCARDI S, et al. Impactsource localisation in aerospace composite structures [ J]. Smartmaterials and structures,2017,26(12):125026.
[37]	AYRES J W, LALANDE F, CHAUDHRY Z, et al. Qualitativeimpedance-based health monitoring of civil infrastructures [ J].Smart materials and structures,1998,7(5):599.
[38]	PARK S, YUN C B, ROH Y, et al. PZT-based active damagedetection techniques for steel bridge components [ J ]. Smartmaterials and structures,2006,15(4):957.
[39]	PARK G,KABEYA K,CUDNEY H H, et al. Impedance-basedstructural health monitoring for temperature varying applications[ J]. JSME international journal series A,1999,42(2):249-258.
[40]	YANG Y W,LIM Y Y,SOH C K. Practical issues related to theapplication of the electromechanical impedance technique in thestructural health monitoring of civil structures:I. experiment[ J].Smart materials and structures,2008,17(3):035008.
[41]	SOH C K,TSENG K K,BHALLA S,et al. Performance of smartpiezoceramic patches in health monitoring of a RC bridge [ J].Smart materials and structures,2000,9(4):533-542.
[42]	TSENG K K,WANG L S. Smart piezoelectric transducers for insitu health monitoring of concrete [ J ]. Smart materials andstructures,2004,13(5):1017.
[43]	LIM Y Y, BHALLA S, SOH C K. Structural identification anddamage diagnosis using self-sensing piezo-impedance transducers[J]. Smart materials and structures,2006,15(4):987-995.
[44]	WANG C S, WU F,CHANG F K. Structural health monitoringfrom fiber-reinforced composites to steel-reinforced concrete[ J].Smart materials and structures,2001,10(3):548-552.
[45]	WU F,CHANG F K. Built-in active sensing diagnostic system forcivil infrastructure systems[ C] / / Smart Structures and Materials2001:Smart Systems for Bridges,Structures,and Highways,2001.
[46]	WU F,CHANG F K. Diagnosis of debonding in steel-reinforcedconcrete with embedded piezoelectric elements[C] / / Proceedingsof the 3rd International Workshop on Structural HealthMonitoring, 2001.
[47]	KAWIECKI G. Feasibility of applying distributed piezotransducersto structural damage detection[ J]. Journal of intelligent materialsystems and structures,1998,9(3):189-197.
[48]	SAAFI M,SAYYAH T. Health monitoring of concrete structuresstrengthened with advanced composite materials usingpiezoelectric transducers [ J]. Composites part B: engineering,2001,32(4):333-342.
[49]	SUN M Q,STASZEWSKI W J,SWAMY R N,et al. Application oflow-profile piezoceramic transducers for health monitoring ofconcrete structures[ J]. NDT & E international, 2008, 41 ( 8):589-595.
[50]	SONG G B,GU H C,MO Y L. Smart aggregates:multi-functionalsensors for concrete structures—a tutorial and a review[J]. Smartmaterials and structures,2008,17(3):033001.
[51]	LI Z J, ZHANG D, WU K R. Cement-based 0-3 piezoelectriccomposites[ J]. Journal of the American Ceramic Society,2002,85(2):305-313.
[52]	LU Y Y,LI Z J. Cement-based piezoelectric sensor for acousticemission detection in concrete structures [ C] / / Earth & Space2008,2008.
[53]	ZHAO X Y,LI H N,DU D,et al. Concrete structure monitoringbased on built-in piezoelectric ceramic transducers[C] / / Sensorsand Smart Structures Technologies for Civil, Mechanical, andAerospace Systems 2008,2008.
[54]	CHUNG D D L. Self-monitoring structural materials[J]. Materialsscience and engineering:R:reports,1998,22(2):57-78.
[55]	CHEN P W,CHUNG D D L. Carbon-fiber-reinforced concrete asan intrinsically smart concrete for damage assessment duringdynamic loading[ J]. Journal of the American Ceramic Society,1995,78(3):816-818.
[56]	SUN M Q,LI Z Q,MAO Q Z, et al. A study on thermal self-monitoring of carbon fiber reinforced concrete [ J]. Cement andconcrete research,1999,29(5):769-771.
[57]	WEN S H,CHUNG D D L. Carbon fiber-reinforced cement as astrain-sensing coating[ J]. Cement and concrete research,2001,31(4):665-667.
[58]	WANG W,DAI H Z,WU S G. Mechanical behavior and electricalproperty of CFRC-strengthened RC beams under fatigue andmonotonic loading [ J]. Materials science and engineering: A,2008,479(1 / 2):191-196.
[59]	WANG X J,CHUNG D D L. Short carbon fiber reinforced epoxycoating as a piezoresistive strain sensor for cement mortar [ J].Sensors and actuators A:physical,1998,71(3):208-212.
[60]	SUGITA M,YANAGIDA H,MUTO N. Materials design for self-diagnosis of fracture in CFGFRP composite reinforcement [ J].Smart materials and structures,1995,4(1A):A52-A57.
[61]	MUTO N,ARAI Y,SHIN S G,et al. Hybrid composites with self-diagnosing function for preventing fatal fracture [ J]. Compositesscience and technology,2001,61(6):875-883.
[62]	YANG C Q,WU Z S. Self-structural health monitoring function ofRC structures with HCFRP sensors [ J ]. Journal of intelligentmaterial systems and structures,2006,17(10):895-906.
[63]	YANG C Q,WU Z S,ZHANG Y F. Structural health monitoringof an existing PC box girder bridge with distributed HCFRPsensors in a destructive test[ J]. Smart materials and structures,2008,17(3):035032.
[64]	KINET D,MÉGRET P,GOOSSEN K,et al. Fiber Bragg gratingsensors toward structural health monitoring in compositematerials:challenges and solutions [ J]. Sensors,2014,14 ( 4):7394-7419.
[65]	MONTAZERIAN H,RASHIDI A,MILANI A S,et al. Integratedsensors in advanced composites: a critical review [ J]. Criticalreviews in solid state and materials sciences, 2020, 45 ( 3 ):187-238.
[66]	YANG Y H,DUAN S,ZHAO H. Advances in constructing silvernanowire-based conductive pathways for flexible and stretchableelectronics[J]. Nanoscale,2022,14(32):11484-11511.
[67]	LI J, MECHITOV K A, KIM R E, et al. Efficient timesynchronization for structural health monitoring using wirelesssmart sensor networks [ J ]. Structural control and healthmonitoring,2016,23(3):470-486.

综合评述 > 2025年 第卷 第20期