Investigation of a new experimental method for damage assessment of RC beams failing in shear using piezoelectric transducers

Abstract The ability of a new portable real-time Wireless impedance/Admittance Monitoring System (WiAMS) in damage diagnosis of shear-critical RC beams is experimentally studied. This system is based on the electromechanical impedance concept integrating piezoelectric transducers in reinforced concrete structural elements. The proposed monitoring method uses WiAMS devices and an array of embedded “smart aggregates” and externally bonded piezoelectric transducers. Five shear-critical beams are tested in order to evaluate the ability of the proposed methodology in damage detection and assessment. Voltage signatures of the piezoelectric transducers have been measured at the healthy state and at different damage levels of the beams. Quantitative assessment of the damage using values of statistical damage index is also presented and discussed. Test results showed that transducers close to the diagonal cracking provided sound and gradual differences between the signatures at the healthy state and each damage level. Voltage responses and index values of the transducers located on the shear span where the critical crack formed provided cogent evidence of damage and their gradual character revealed the magnitude of damage. Promising results concerning the prediction of the forthcoming final shear failure at earlier damage stages such the onset of diagonal cracking have also been derived.

[1]  Yaowen Yang,et al.  Effect of External Vibration on PZT Impedance Signature , 2008, Sensors.

[2]  Costas P. Providakis,et al.  Electromechanical Admittance -- Based Damage Identification Using Box-Behnken Design of Experiments , 2007 .

[3]  P. D. Zararis,et al.  Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement , 2001 .

[4]  Suresh Bhalla,et al.  Structural Health Monitoring by Piezo-Impedance Transducers. I: Modeling , 2004 .

[5]  Antoni Cladera,et al.  Shear strength in the new Eurocode 2. A step forward , 2007 .

[6]  Constantin E. Chalioris,et al.  Detection of flexural damage stages for RC beams using Piezoelectric sensors (PZT) , 2015 .

[7]  Eleftherios Kampianakis,et al.  Nondestructive Wireless Monitoring of Early-Age Concrete Strength Gain Using an Innovative Electromechanical Impedance Sensing System , 2013 .

[8]  Suresh Bhalla,et al.  Experimental Evaluation of Miniature Impedance Chip for Structural Health Monitoring of Prototype Steel/RC Structures , 2016 .

[9]  Sun-Kyu Park,et al.  Impedance-based wireless debonding condition monitoring of CFRP laminated concrete structures , 2011 .

[10]  Gangbing Song,et al.  Smart aggregates: multi-functional sensors for concrete structures—a tutorial and a review , 2008 .

[11]  Yaowen Yang,et al.  Sensitivity of PZT Impedance Sensors for Damage Detection of Concrete Structures , 2008, Sensors.

[12]  Constantin E. Chalioris,et al.  Shear tests of reinforced concrete beams with continuous rectangular spiral reinforcement , 2013 .

[13]  A S K Naidu,et al.  Damage severity and propagation characterization with admittance signatures of piezo transducers , 2004 .

[14]  M. Kotsovos Shear failure of reinforced concrete beams , 1987 .

[15]  Constantin E. Chalioris,et al.  Reinforced concrete beam–column joints with crossed inclined bars under cyclic deformations , 2008 .

[16]  Tribikram Kundu,et al.  Smart Aggregate-Piezoceramic Patch Combination for Health Monitoring of Concrete Structures , 2016, J. Sensors.

[17]  Nikos A. Papadopoulos,et al.  Experimental Application Of A Wireless Earthquake Damage Monitoring System (WiAMS) Using PZT Transducers In Reinforced Concrete Beams , 2015 .

[18]  Constantin E. Chalioris,et al.  Detection of Concrete Reinforcement Damage Using Piezoelectric Materials - Analytical and Experimental Study , 2014 .

[19]  C. Providakis,et al.  T-WiEYE: An early-age concrete strength development monitoring and miniaturized wireless impedance sensing system , 2011 .

[20]  C. P. Providakis,et al.  Web‐based concrete strengthening monitoring using an innovative electromechanical impedance telemetric system and extreme values statistics , 2014 .

[21]  Antoni Cladera,et al.  Experimental study on shear strength of beam-and-block floors , 2013 .

[22]  M. E. Stavroulaki,et al.  Damage detection in concrete structures using a simultaneously activated multi-mode PZT active sensing system: numerical modelling , 2014 .

[23]  Jeong-Tae Kim,et al.  Smart PZT-interface for wireless impedance-based prestress-loss monitoring in tendon-anchorage connection , 2012 .

[24]  Chung Bang Yun,et al.  Automated Impedance-based Structural Health Monitoring Incorporating Effective Frequency Shift for Compensating Temperature Effects , 2009 .

[25]  Xin Cheng,et al.  Identifying technology for structural damage based on the impedance analysis of piezoelectric sensor , 2010 .

[26]  Victor Giurgiutiu,et al.  Experimental Investigation of E/M Impedance Health Monitoring for Spot-Welded Structural Joints , 1999 .

[27]  Constantin E. Chalioris,et al.  Damage Evaluation in Shear-Critical Reinforced Concrete Beam using Piezoelectric Transducers as Smart Aggregates , 2015 .

[28]  Chung Bang Yun,et al.  Development of a low-cost multifunctional wireless impedance sensor node , 2010 .

[29]  A. G. Tsonos A new method for earthquake strengthening of old R/C structures without the use of conventional reinforcement , 2014 .

[30]  Constantin E. Chalioris,et al.  Steel fibrous RC beams subjected to cyclic deformations under predominant shear , 2013 .

[31]  Hongping Zhu,et al.  Numerical and experimental studies on damage detection of a concrete beam based on PZT admittances and correlation coefficient , 2013 .

[32]  Antoni Cladera,et al.  Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams subjected to point or distributed loads , 2014 .

[33]  Craig A. Rogers,et al.  Coupled Electro-Mechanical Analysis of Adaptive Material Systems — Determination of the Actuator Power Consumption and System Energy Transfer , 1994 .

[34]  Rama Shanker,et al.  Dual use of PZT patches as sensors in global dynamic and local electromechanical impedance techniques for structural health monitoring , 2011 .

[35]  Gangbing Song,et al.  Concrete structural health monitoring using embedded piezoceramic transducers , 2007 .

[36]  Li Bing,et al.  Monitoring Beam-Column Joint in Concrete Structures Using Piezo-Impedance Sensors , 2009 .

[37]  M. E. Stavroulaki,et al.  A new damage identification approach based on impedance-type measurements and 2D error statistics , 2015 .

[38]  Bahador Sabet Divsholi,et al.  Combined embedded and surface-bonded piezoelectric transducers for monitoring of concrete structures , 2014 .

[39]  Antoni Cladera,et al.  Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams , 2015 .

[40]  Chee Kiong Soh,et al.  Electromechanical Impedance Modeling for Adhesively Bonded Piezo-Transducers , 2004 .

[41]  Sung Woo Shin,et al.  Application of electro-mechanical impedance sensing technique for online monitoring of strength development in concrete using smart PZT patches , 2009 .

[42]  Rudy Tawie,et al.  Piezoelectric-based non-destructive monitoring of hydration of reinforced concrete as an indicator of bond development at the steel–concrete interface , 2010 .

[43]  Yan Yu,et al.  A SA-Based Wireless Seismic Stress Monitoring System for Concrete Structures , 2013, Int. J. Distributed Sens. Networks.

[44]  Charles R. Farrar,et al.  Performance assessment and validation of piezoelectric active-sensors in structural health monitoring , 2006 .

[45]  Hongping Zhu,et al.  A Study of Concrete Slab Damage Detection Based on the Electromechanical Impedance Method , 2014, Sensors.

[46]  Bahador Sabet Divsholi,et al.  Application of PZT sensors for detection of damage severity and location in concrete , 2008, Micro + Nano Materials, Devices, and Applications.

[47]  Hongping Zhu,et al.  Monitoring of the strength gain of concrete using embedded PZT impedance transducer , 2011 .

[48]  S. Bhalla,et al.  Piezo-impedance transducers for residual fatigue life assessment of bolted steel joints , 2012 .

[49]  Chris G. Karayannis,et al.  Influence of exterior joint effect on the inter-story pounding interaction of structures , 2009 .

[50]  Suresh Bhalla,et al.  Combined Energy Harvesting and Structural Health Monitoring Potential of Embedded Piezo-Concrete Vibration Sensors , 2015 .

[51]  K. Tseng,et al.  Non-parametric damage detection and characterization using smart piezoceramic material , 2002 .

[52]  S. Bhalla,et al.  Corrosion assessment of reinforced concrete structures based on equivalent structural parameters using electro-mechanical impedance technique , 2014 .

[53]  Suresh Bhalla,et al.  Performance of smart piezoceramic patches in health monitoring of a RC bridge , 2000 .