Rapid 3D Camera Calibration for Large-Scale Structural Monitoring.

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Title: Rapid 3D Camera Calibration for Large-Scale Structural Monitoring.
Authors: Bottalico, Fabio1 (AUTHOR), Valente, Nicholas A.1,2 (AUTHOR), Niezrecki, Christopher1 (AUTHOR), Jerath, Kshitij1,2 (AUTHOR), Luo, Yan2 (AUTHOR), Sabato, Alessandro1 (AUTHOR) alessandro_sabato@uml.edu
Source: Remote Sensing. Aug2025, Vol. 17 Issue 15, p2720. 21p.
Subjects: Camera calibration, Structural health monitoring, Calibration, Point cloud, Engineering systems, Reliability in engineering, Photogrammetry, Computer vision
Abstract: Computer vision techniques such as three-dimensional digital image correlation (3D-DIC) and three-dimensional point tracking (3D-PT) have demonstrated broad applicability for monitoring the conditions of large-scale engineering systems by reconstructing and tracking dynamic point clouds corresponding to the surface of a structure. Accurate stereophotogrammetry measurements require the stereo cameras to be calibrated to determine their intrinsic and extrinsic parameters by capturing multiple images of a calibration object. This image-based approach becomes cumbersome and time-consuming as the size of the tested object increases. To streamline the calibration and make it scale-insensitive, a multi-sensor system embedding inertial measurement units and a laser sensor is developed to compute the extrinsic parameters of the stereo cameras. In this research, the accuracy of the proposed sensor-based calibration method in performing stereophotogrammetry is validated experimentally and compared with traditional approaches. Tests conducted at various scales reveal that the proposed sensor-based calibration enables reconstructing both static and dynamic point clouds, measuring displacements with an accuracy higher than 95% compared to image-based traditional calibration, while being up to an order of magnitude faster and easier to deploy. The novel approach has broad applications for making static, dynamic, and deformation measurements to transform how large-scale structural health monitoring can be performed. [ABSTRACT FROM AUTHOR]
Copyright of Remote Sensing is the property of MDPI and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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DbLabel: Engineering Source
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  Data: Rapid 3D Camera Calibration for Large-Scale Structural Monitoring.
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  Data: <searchLink fieldCode="JN" term="%22Remote+Sensing%22">Remote Sensing</searchLink>. Aug2025, Vol. 17 Issue 15, p2720. 21p.
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  Data: Computer vision techniques such as three-dimensional digital image correlation (3D-DIC) and three-dimensional point tracking (3D-PT) have demonstrated broad applicability for monitoring the conditions of large-scale engineering systems by reconstructing and tracking dynamic point clouds corresponding to the surface of a structure. Accurate stereophotogrammetry measurements require the stereo cameras to be calibrated to determine their intrinsic and extrinsic parameters by capturing multiple images of a calibration object. This image-based approach becomes cumbersome and time-consuming as the size of the tested object increases. To streamline the calibration and make it scale-insensitive, a multi-sensor system embedding inertial measurement units and a laser sensor is developed to compute the extrinsic parameters of the stereo cameras. In this research, the accuracy of the proposed sensor-based calibration method in performing stereophotogrammetry is validated experimentally and compared with traditional approaches. Tests conducted at various scales reveal that the proposed sensor-based calibration enables reconstructing both static and dynamic point clouds, measuring displacements with an accuracy higher than 95% compared to image-based traditional calibration, while being up to an order of magnitude faster and easier to deploy. The novel approach has broad applications for making static, dynamic, and deformation measurements to transform how large-scale structural health monitoring can be performed. [ABSTRACT FROM AUTHOR]
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  Data: <i>Copyright of Remote Sensing is the property of MDPI and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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        Value: 10.3390/rs17152720
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        Text: English
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        PageCount: 21
        StartPage: 2720
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      – SubjectFull: Camera calibration
        Type: general
      – SubjectFull: Structural health monitoring
        Type: general
      – SubjectFull: Calibration
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      – SubjectFull: Point cloud
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      – SubjectFull: Engineering systems
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      – SubjectFull: Reliability in engineering
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      – SubjectFull: Photogrammetry
        Type: general
      – SubjectFull: Computer vision
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      – TitleFull: Rapid 3D Camera Calibration for Large-Scale Structural Monitoring.
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            NameFull: Bottalico, Fabio
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            NameFull: Valente, Nicholas A.
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            – D: 01
              M: 08
              Text: Aug2025
              Type: published
              Y: 2025
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