The temperature stability of guided wave structural health monitoring systems
By George Konstantinidis, Bruce W. Drinkwater, Paul D. Wilcox. 2006
289 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/ae1fbcd0e781dc558fa236ea88c03f2b1146eb03
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Srinivasan Gopalakrishnan
- M. Mitra
- C. E. Cesnik
- Ajay Raghavan
- Jennifer E. Michaels
- Anthony J. Croxford
- Paul D. Wilcox
- Hu Sun
In Mechanical Engineering
- Jennifer E. Michaels
- Srinivasan Gopalakrishnan
- M. Mitra
- Paul D. Wilcox
- Anthony J. Croxford
- Bruce W. Drinkwater
- Xinlin Qing
- George Konstantinidis
In Mechanics of Materials
- Srinivasan Gopalakrishnan
- M. Mitra
- Jennifer E. Michaels
- Paul D. Wilcox
- C. E. Cesnik
- Ajay Raghavan
- Anthony J. Croxford
- Xinlin Qing
Citations in the corpus
- Simulation Methods for Guided Wave-Based Structural Health Monitoring: A Review (2015, background): “The influence of ambient conditions on the propagation of elastic guided waves is an active field of research [129, 140, 235].”
- Efficient temperature compensation strategies for guided wave structural health monitoring. (2010, background): “In particular, expensive false alarms need to be avoided without decreasing damage sensitivity to enhance confidence in SHM technology.”
- Strategies for Guided Wave Structural Health Monitoring (2007, methodology): “Lu & Michaels (2005) and Konstantinidis et al. (2006) illustrated a method of temperature compensation using multiple reference signals (baselines).”
- Guided wave based structural health monitoring: A review (2016, methodology): “A similar method has been reported by Konstantinidis et al [203] where multiple baseline signals corresponding to the different operating temperatures are used.”
- Effects of Elevated Temperature on Guided-wave Structural Health Monitoring (2008, background): “Lu and Michaels (2005) and Konstantinidis et al. (2006) examined GW SHM under mild thermal variations from 20 to 408C.”
- An Investigation Into the Temperature Stability of a Guided Wave Structural Health Monitoring System Using Permanently Attached Sensors (2007, background): “Some researchers have sought a single parameter that gives an indication of damage but is independent of the environmental conditions [22], whereas others have used a knowledge base approach with positive results [23], [24].”
- Detection, localization and characterization of damage in plates with an in situ array of spatially distributed ultrasonic sensors (2008, background): “The problem of a varying environment is more problematical, particularly for complex structures where the Green’s functions are quite sensitive to changes in parameters such as temperature [21].”
- Piezoelectric Transducer-Based Structural Health Monitoring for Aircraft Applications (2019, methodology): “By shifting the frequency to compensate the signature changes subjected to the variations in temperature, their experimental results indicated that damage identification was successful above 200 ◦ C, making the metal wire method suitable for the EMI technique in high temperature environments.”