Vision-based high-precision intelligent monitoring for shield tail clearance

Zeng, Liang; Shu, Wenqiang; Liu, Zhe; Zou, Xinyi; Wang, Shanshan; Xia, Junyong; Xu, Chao; Xiong, Dongdong; Zhao, Youjian

doi:10.1016/j.autcon.2021.104088

Cited by 9 publications

(1 citation statement)

References 23 publications

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“…This phenomenon is primarily significant for steel structures but may also occur in reinforced concrete structures characterized by low stiffness. The influence of temperature on the deformation phenomena of structural elements and entire structures, considering various materials, has been widely described in the literature [42][43][44][45][46][47]. In recent years, along with new technologies, the temperature measurement of building objects, structural elements, and surroundings has been performed using thermovision [48,49].…”

Section: Introductionmentioning

confidence: 99%

Experimental Research of the Structure Condition Using Geodetic Methods and Crackmeter

et al. 2022

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The article presents an approach to monitoring the structure’s condition with two measurement methods: the SHM-X crackmeter and the classic geodetic method of determining displacements, supplemented with additional information on the condition of the external environment obtained from thermal images. The study aimed to propose an approach combining geodetic and non-geodetic methods of assessing the condition of a structure and its effectiveness in practical application. The research facility is a public utility building of the Bydgoszcz University of Technology with a reinforced concrete structure. Objects of this type require periodic tests of their constancy. Interpreting the test results and identifying possible dangerous states that may indicate the risk of a construction failure is extremely important. The results presented in the article are an extension of the previous ones, in which several factors that could have a destructive effect on the structure were excluded. Observation of the object showed that only the reinforced construction plate is deformed. The only factor influencing the change in structure geometry is thermal changes. As part of the tests in places where cracks were noticed, the SHM-X crackmeter was used to measure the cracks’ opening. In the geodetic research, measurements of the measurement and control network displacement were carried out, in which the TDRA6000 laser station measurement technology was used. The control points were also placed in places where the width of the cracks was directly observed. The proposed approach, with the applied calculation scheme and supplementing the information with the temperature measurement with thermal images, showed the submillimeter accuracy of the determined 3D displacements of the controlled points. Additionally, the parallel application of these methods gives a complete picture of changes in the structure elements, in which signs of destruction appear under the influence of stress.

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