Unmanned aerial vehicle acquisition of three-dimensional digital image correlation measurements for structural health monitoring of bridges
D Reagan, A Sabato… - … and Monitoring of …, 2017 - spiedigitallibrary.org
D Reagan, A Sabato, C Niezrecki
Nondestructive Characterization and Monitoring of Advanced …, 2017•spiedigitallibrary.orgCivil engineering structures such as bridges, buildings, and tunnels continue to be used
despite aging and deterioration well past their design life. In 2013, the American Society of
Civil Engineers (ASCE) rated the state of the US bridges as mediocre, despite the $12.8
billion USD annually invested. Traditional inspection and monitoring techniques may
produce inconsistent results, are labor intensive and too time-consuming to be considered
effective for large-scale monitoring. Therefore, new structural health monitoring systems …
despite aging and deterioration well past their design life. In 2013, the American Society of
Civil Engineers (ASCE) rated the state of the US bridges as mediocre, despite the $12.8
billion USD annually invested. Traditional inspection and monitoring techniques may
produce inconsistent results, are labor intensive and too time-consuming to be considered
effective for large-scale monitoring. Therefore, new structural health monitoring systems …
Civil engineering structures such as bridges, buildings, and tunnels continue to be used despite aging and deterioration well past their design life. In 2013, the American Society of Civil Engineers (ASCE) rated the state of the U.S. bridges as mediocre, despite the $12.8 billion USD annually invested. Traditional inspection and monitoring techniques may produce inconsistent results, are labor intensive and too time-consuming to be considered effective for large-scale monitoring. Therefore, new structural health monitoring systems must be developed that are automated, highly accurate, minimally invasive, and cost effective. Three-dimensional (3D) digital image correlation (DIC) systems possess the capability of extracting full-field strain, displacement, and geometry profiles. Furthermore, as this measurement technique is implemented within an Unmanned Aerial Vehicle (UAV) the capability to expedite the optical-based measurement process is increased as well as the infrastructure downtime being reduced. These resulting integrity maps of the structure of interest can be easily interpreted by trained personal. Within this paper, the feasibility of performing DIC measurements using a pair of cameras installed on a UAV is shown. Performance is validated with in-flight measurements. Also, full-field displacement monitoring, 3D measurement stitching, and 3D point-tracking techniques are employed in conjunction with 3D mapping and data management software. The results of these experiments show that the combination of autonomous flight with 3D DIC and other non-contact measurement systems provides a highly valuable and effective civil inspection platform.
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