Sensing sheet: the sensitivity of thin-film full-bridge strain sensors for crack detection and characterization

Increasing concerns regarding the conditions of civil structures and infrastructure give rise to the need for efficient strategies to identify and repair structural anomalies. ‘Sensing sheets’ based on large-area electronics consist of a dense array of unit strain sensors. These are an effective and affordable structural health monitoring tool that can identify and continuously monitor the growth of cracks in structures. This paper presents a study on the quantitative relationship between crack width and strain, the latter measured by an individual sensor that would be part of a sensing sheet. We investigate the sensitivity of thin-film full-bridge strain sensors to concrete cracks by conducting laboratory experiments in temperature-controlled settings. The results show a distribution of near-linear relationships with an average sensitivity of 31 µε µm−1. Experiments were also conducted to investigate the effect of crack position and orientation with respect to the sensor, and it appears that both variables affect the sensitivity of strain sensors to cracks. Overall, this study confirms that full-bridge resistive strain sensors can successfully detect and quantify cracks in structural materials and are therefore appropriate as part of a dense array of sensors on a sensing sheet.

[1]  Branko Glisic,et al.  Crack detection and characterization techniques—An overview , 2014 .

[2]  Changsen Sun,et al.  Theoretical and Experimental Investigations into Crack Detection with BOTDR-Distributed Fiber Optic Sensors , 2013 .

[3]  Branko Glišić,et al.  Damage detection and characterization using long-gauge and distributed fiber optic sensors , 2013 .

[4]  Branko Glisic,et al.  Detection and Characterization of Early-Age Thermal Cracks in High-Performance Concrete , 2013 .

[5]  Branko Glisic,et al.  Reliable damage detection and localization using direct strain sensing , 2012 .

[6]  Satish Nagarajaiah,et al.  Strain paint: noncontact strain measurement using single-walled carbon nanotube composite coatings. , 2012, Nano letters.

[7]  Daniele Inaudi,et al.  Development of method for in-service crack detection based on distributed fiber optic sensors , 2012 .

[8]  Mohammad Pour-Ghaz,et al.  Application of Frequency Selective Circuits for Crack Detection in Concrete Elements , 2011 .

[9]  A. Poursaee,et al.  Corrosion Measurement Techniques in Steel Reinforced Concrete , 2011 .

[10]  Nashwan Younis,et al.  Averaging effects of a strain gage , 2011 .

[11]  Merit Enckell,et al.  Evaluation of a large-scale bridge strain, temperature and crack monitoring with distributed fibre optic sensors , 2011 .

[12]  Jerome P. Lynch,et al.  A wireless impedance analyzer for automated tomographic mapping of a nanoengineered sensing skin , 2011 .

[13]  A. Arias,et al.  Materials and applications for large area electronics: solution-based approaches. , 2010, Chemical reviews.

[14]  Genda Chen,et al.  Crack Detectability and Durability of Coaxial Cable Sensors in Reinforced Concrete Bridge Applications , 2010 .

[15]  Jerome P. Lynch,et al.  Electrical Impedance Tomographic Methods for Sensing Strain Fields and Crack Damage in Cementitious Structures , 2009 .

[16]  L. Battisti,et al.  Photonic crystals for monitoring fatigue phenomena in steel structures , 2009, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[17]  Jerome P. Lynch,et al.  Carbon Nanotube Sensing Skins for Spatial Strain and Impact Damage Identification , 2009 .

[18]  Takao Someya,et al.  Organic Semiconductor Devices with Enhanced Field and Environmental Responses for Novel Applications , 2008 .

[19]  Ian F. C. Smith,et al.  Model-free data interpretation for continuous monitoring of complex structures , 2008, Adv. Eng. Informatics.

[20]  Branko Glisic,et al.  Fibre Optic Methods for Structural Health Monitoring , 2007 .

[21]  Branko Glisic,et al.  Fibre Optic Methods for Structural Health Monitoring: Glišić/Fibre Optic Methods for Structural Health Monitoring , 2007 .

[22]  Yunfeng Zhang,et al.  In Situ Fatigue Crack Detection using Piezoelectric Paint Sensor , 2006 .

[23]  H. Noguchi,et al.  Three-Dimensional Crack Detection Method for Structures Using Simulated Strain Gages and the Body Force Method , 2004 .

[24]  S. Okumus,et al.  Stable crack growth detection by strain-gage in plasma sprayed chevron-notched fracture toughness specimens , 2000 .

[25]  Arun Shukla,et al.  On the use of strain gages in dynamic fracture mechanics , 1995 .

[26]  J. Kuang,et al.  A single strain gage method for KI measurement , 1995 .

[27]  J. K. Spelt,et al.  Crack detection in adhesive joints: use of strain gages in aggressive environments , 1992 .

[28]  J. L. Otegui,et al.  A strain gauge technique for monitoring small fatigue cracks in welds , 1991 .

[29]  James W. Dally,et al.  An improved strain gauge method for measuring KID for a propagating crack , 1990 .

[30]  Robert J. Sanford,et al.  Measuring the Stress Intensity Factor for Propagating Cracks with Strain Gages , 1990 .

[31]  James W. Dally,et al.  An overdeterministic approach for measuringKI using strain gages , 1988 .

[32]  Arun Shukla,et al.  Dynamic fracture studies on 7075-T6 aluminum and 4340 steel using strain gages and photoelastic coatings , 1988 .

[33]  James W. Dally,et al.  Strain-gage methods for measuring the opening-mode stress-intensity factor,KI , 1987 .

[34]  C. Richards,et al.  A Simple and Sensitive Method of Monitoring Crack and Load in Compact Fracture Mechanics Specimens Using Strain Gages , 1979 .

[35]  Kichiro Endo,et al.  Initiation and propagation of fretting fatigue cracks , 1976 .

[36]  Arthur H. Nilson,et al.  Design of concrete structures , 1972 .

[37]  Rosenfeld Damage Tolerance in Aircraft Structures , 1971 .

[38]  W. Elber The Significance of Fatigue Crack Closure , 1971 .

[39]  R. H. Evans,et al.  Microcracking and stress-strain curves for concrete in tension , 1968 .

[40]  Richard E. Heise Low-cycle fatigue-crack indications by strain gages operating in elastic strain fields , 1965 .

[41]  M. F. Kaplan Strains and Stresses of Concrete at Initiation of Cracking and Near Failure , 1963 .