Abstract
This paper presents a feasibility study of an impedance-based damage detection technique using PZT (Lead-Zirconate-Titanate) patches for real-time health monitoring of concrete structures. The PZT patches are used to detect progressive surface damage on a plain concrete beam. Both experimental and analytical studies are carried out. For damage quantification, root-mean square deviations (RMSD) before and after damage are used as a damage indicator.
Original language | English |
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Pages (from-to) | 170-173 |
Number of pages | 4 |
Journal | Key Engineering Materials |
Volume | 321-323 I |
DOIs | |
State | Published - 2006 |
Keywords
- Analytical Study
- Concrete Structures
- Damage Detection
- Finite Element (FE) Models
- Impedance
- PZT
- Structural Health Monitoring