System and method for detecting damage, defect, and reinforcement in fiber reinforced polymer bonded concrete systems using far-field radar
A non-contact, far-field radar nondestructive testing (NDT) method is disclosed that is capable of detecting at least one of defects, damages, and reinforcement conditions in near-surface region of multi-layer systems using monostatic inverse synthetic aperture radar (ISAR) measurements and applicable to various types of structural elements. The method includes the steps of conducting far-field monostatic ISAR measurements, executing an imaging algorithm, and executing a progressive image focusing algorithm.
1. A non-contact, far-field radar nondestructive testing (NDT) method capable of detecting at least one of defects, damages, and reinforcement conditions in near-surface region of multi-layer systems using monostatic inverse synthetic aperture radar (ISAR) measurements and applicable to various types of structural elements, the method comprising the steps of conducting far-field monostatic ISAR measurements, executing an imaging algorithm, and executing a progressive image focusing algorithm, wherein said progressive image focusing scheme includes signal processing with increasing frequency ranges and azimuth ranges to render reconstructed images with improved resolution.
2. The method of claim 1 , wherein said at least one of defects, damages, and reinforcement conditions includes any of fiber reinforced polymer (FRP) delamination, FRP debonding from concrete substrate, sizeable air pockets trapped between FRP sheets and concrete substrate during manufacturing, and the extent of concrete cracking and crumbling.
3. The method of claim 1 , wherein said multi-layer systems include any of reinforced concrete (RC), prestressed concrete (PC), concrete composite, steel composite, and masonry structures wrapped and/or bonded with fiber reinforced polymer (FRP) sheets/plates.
4. The method of claim 1 , wherein said monostatic inverse synthetic aperture radar (ISAR) measurements include the far-field and/or near-field radar measurements collected with coinciding transmitter and receiver in normal incidence scheme, and oblique incidence scheme.
5. The method of claim 1 , wherein said imaging algorithm includes tomographic reconstruction and back-projection analysis.
6. The method of claim 1 , wherein said structural elements include any of bridge pier, bridge girder, building column, building girder or beam, tunnel, viaduct, pipeline, darn, and foundation, footing, or pile.