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Depth-Dependent Characterization of Vertical Cracks in Concrete Using Lamb Wave Active Sensing
Nontawat Srisapan1, Theophilus Asumah1, Roohollah Askari1
1Department of Geological and Mining Engineering and Sciences, Michigan Technological University, 1400 Townsend Dr, Houghton, MI 49931, USA.
A new elastic wave system uses a tunable impact actuator for concrete crack detection. This method reveals how crack depth affects wave speed and attenuation, improving structural health monitoring.
Area of Science:
- Materials Science
- Civil Engineering
- Nondestructive Testing
Background:
- Vertical cracks in concrete pose challenges for conventional nondestructive testing (NDT) and structural health monitoring (SHM).
- Elastic wave-based methods show promise but require repeatable and tunable excitation sources for effective crack characterization.
Purpose of the Study:
- To develop and apply an active sensing system with a linear impact actuator for elastic-wave-based NDT of vertical concrete cracks.
- To investigate the influence of crack depth and propagation direction on elastic wave behavior.
Main Methods:
- Utilized a linear impact actuator as a tunable source for elastic-based NDT on a concrete slab with controlled vertical cracks.
- Employed A0 Lamb wave responses and quantified phase-velocity anisotropy and effective quality factor using crack-parallel and crack-perpendicular sensor arrays.
Main Results:
- Phase velocities were higher for crack-parallel wave propagation than crack-perpendicular, with anisotropy increasing with crack depth.
- Effective quality factor decreased with crack depth and showed anisotropic behavior, being lower for crack-perpendicular measurements.
Conclusions:
- Controllable and repeatable impact excitation provides a reliable framework for characterizing vertical concrete cracks using elastic waves.
- The developed system demonstrates potential for enhanced structural health monitoring of concrete structures.
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