Impedance-Based Pre-Stress Monitoring of Rock Bolts Using a Piezoceramic-Based Smart Washer—A Feasibility Study

Pre-stress degradation or looseness of rock bolts in mining or tunnel engineering threatens the stability and reliability of the structures. In this paper, an innovative piezoelectric device named a “smart washer” with the impedance method is proposed with the aim of developing a real-time device to monitor the pre-stress level of rock bolts. The proposed method was verified through tests on a rock bolt specimen. By applying high-frequency sweep excitations (typically >30 kHz) to the smart washer that was installed on the rock bolt specimen, we observed that the variation in impedance signatures indicated the rock bolt pre-stress status. With the degradation of rock bolt pre-stress, the frequency in the dominating peak of the real part of the electrical impedance signature increased. To quantify the effectiveness of the proposed technique, a normalized root mean square deviation (RMSD) index was developed to evaluate the degradation level of the rock bolt pre-stress. The experimental results demonstrated that the normalized RMSD-based looseness index, which was computed from the impedance value detected by the “smart washer”, increased with loss of the pre-stress of the rock bolt. Therefore, the proposed method can effectively detect the degradation of rock bolt pre-stress, as demonstrated by experiments.

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

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

[3]  Gangbing Song,et al.  Bond-slip detection of concrete-encased composite structure using electro-mechanical impedance technique , 2016 .

[4]  In Mo Lee,et al.  Nongrouted Ratio Evaluation of Rock Bolts by Reflection of Guided Ultrasonic Waves , 2013 .

[5]  D. H. Zou,et al.  Assessing the effects of insufficient rebar and missing grout in grouted rock bolts using guided ultrasonic waves , 2012 .

[6]  Xiaoyun Sun,et al.  Grout quality and its impact on guided ultrasonic waves in grouted rock bolts , 2010 .

[7]  Hoon Sohn,et al.  Overview of Piezoelectric Impedance-Based Health Monitoring and Path Forward , 2003 .

[8]  Jean-Yves Fourniols,et al.  System-on-Chip Integration of a New Electromechanical Impedance Calculation Method for Aircraft Structure Health Monitoring , 2012, Sensors.

[9]  Peter Cawley,et al.  ULTRASONIC GUIDED WAVES FOR INSPECTION OF GROUTED TENDONS AND BOLTS , 2003 .

[10]  Victor Giurgiutiu,et al.  Recent advancements in the electromechanical (E/M) impedance method for structural health monitoring and NDE , 1998, Smart Structures.

[11]  In Mo Lee,et al.  Evaluation of Rock Bolt Integrity Using Guided Ultrasonic Waves , 2009 .

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

[13]  Hao Wang,et al.  Experimental Study on Damage Detection in Timber Specimens Based on an Electromechanical Impedance Technique and RMSD-Based Mahalanobis Distance , 2016, Sensors.

[14]  Brahim Benmokrane,et al.  Laboratory evaluation of cement-based grouts and grouted rock anchors , 1995 .

[15]  Peter Cawley,et al.  Inspection of rockbolts using guided ultrasonic waves , 2001 .

[16]  M. Beard,et al.  Guided wave inspection of embedded cylindrical structures , 2002 .

[17]  Qian kun,et al.  The Design and Application of Rock Bolting in Coal Mine , 2012 .

[18]  C. Chree The Equations of an Isotropic Elastic Solid in Polar and Cylindrical Co-ordinates their Solution and Application , 1889 .

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

[20]  M.J.S. Lowe,et al.  Non-destructive testing of rock bolts using guided ultrasonic waves , 2003 .

[21]  Piervincenzo Rizzo,et al.  Assessment of dental implant stability by means of the electromechanical impedance method , 2011 .

[22]  D. H. Zou,et al.  Effects of curing time and frequency on ultrasonic wave velocity in grouted rock bolts , 2006 .

[23]  Fotis Kopsaftopoulos,et al.  Adhesive bond-line degradation detection via a cross-correlation electromechanical impedance–based approach , 2016 .

[24]  L. Pochhammer,et al.  Ueber die Fortpflanzungsgeschwindigkeiten kleiner Schwingungen in einem unbegrenzten isotropen Kreiscylinder. , 1876 .

[25]  Rudy Tawie,et al.  Monitoring the strength development in concrete by EMI sensing technique , 2010 .

[26]  Piervincenzo Rizzo,et al.  Electromechanical impedance method to assess dental implant stability , 2012 .

[27]  G. Sauerbrey Verwendung von Schwingquarzen zur Wägung dünner Schichten und zur Mikrowägung , 1959 .

[28]  Jong-Sub Lee,et al.  Evaluation of rock bolt integrity using Fourier and wavelet transforms , 2012 .

[29]  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 .

[30]  D. H. Zou,et al.  Effects of frequency and grouted length on the behavior of guided ultrasonic waves in rock bolts , 2007 .

[31]  G. Sauerbrey,et al.  Use of quartz vibration for weighing thin films on a microbalance , 1959 .