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This enabled monitoring of concrete degradation due to heating.
Crack monitoring of concrete is crucial for the integrity of civil engineering structures.
These properties encourage the development of spatially distributed sensors for structural health monitoring of concrete structures.
Hence, structural health monitoring of concrete structure could take advantage of concrete microporosity monitoring.
Two nondestructive testing methods for performance monitoring of concrete structures are Impact Echo (IE) and Ultrasonic Surface Waves (USW).
Perhaps the best approach for automated structural health monitoring of concrete structures entails the adoption of the sensors available in the nondestructive testing (NDT) field.
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This study demonstrates the potential of developing a future Raman spectroscopy-based sensor system for monitoring carbonation of concrete structures.
This paper briefly presents a waterproof process for PZT patches using asphalt lacquer material in order to use PZT patches as embedded transducers into concrete, and also presents a new monitoring technique of concrete strength based on embedded PZT impedance transducers.
With continuous monitoring of each concrete specimen, corrosion depth, mass loss, and dynamic modulus elasticity loss were calculated.
This study presents a new approach for the continuous health monitoring of asphalt concrete pavements based on piezoelectric self-powered sensing technology.
Additionally, cement-based sensors offer a unique opportunity for monitoring of civil concrete structures because of their compatibility with new and existing infrastructure.
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