<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>This paper discusses the application of concrete in bridge and house reinforcement, especially for detecting tiny defects during construction. Taking the optical principle of shear device and the principle of scattering interferometry as the theoretical basis, the article proposes a nondestructive testing technique applicable to concrete construction in bridge engineering. This technique can effectively detect the tiny defects in the structure by combining the time phase shift interferometry. The research and analysis show that the digital shear scattering interferometric detection system proposed in this paper performs well in defect detection, and its calculated defect values are highly similar to the actual data with an error of less than 6%. The system can also present different responses in time according to the different lengths or depths of the defects. Further applications showed that the vibration resistance of the bridges was significantly improved after the concrete reinforcement construction using the defects detected by the system, and the self-oscillation cycles were reduced by 8.1% and 11.8%, respectively. Overall, the study provides an efficient technical method for detecting and treating defects in concrete reinforcement works.</p>
</abstract>

This paper discusses the application of concrete in bridge and house reinforcement, especially for detecting tiny defects during construction. Taking the optical principle of shear device and the principle of scattering interferometry as the theoretical basis, the article proposes a nondestructive testing technique applicable to concrete construction in bridge engineering. This technique can effectively detect the tiny defects in the structure by combining the time phase shift interferometry. The research and analysis show that the digital shear scattering interferometric detection system proposed in this paper performs well in defect detection, and its calculated defect values are highly similar to the actual data with an error of less than 6%. The system can also present different responses in time according to the different lengths or depths of the defects. Further applications showed that the vibration resistance of the bridges was significantly improved after the concrete reinforcement construction using the defects detected by the system, and the self-oscillation cycles were reduced by 8.1% and 11.8%, respectively. Overall, the study provides an efficient technical method for detecting and treating defects in concrete reinforcement works.

Research on the application of information technology modeling based concrete reinforcement construction for bridge projects

Applied Mathematics and Nonlinear Sciences

This work is licensed under the Creative Commons Attribution 4.0 International License.

This paper discusses the application of concrete in bridge and house reinforcement, especially for detecting tiny defects during construction. Taking the...

Research on the application of information technology modeling based concrete reinforcement construction for bridge projects

Publicado en línea: 26 feb 2024

Páginas: -

Recibido: 10 ene 2024

Aceptado: 19 ene 2024

DOI: https://doi.org/10.2478/amns-2024-0456

Palabras clave
Scatter interference, Nondestructive testing, Phase extraction, Concrete reinforcement

© 2024 Xinxin Lin et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Research on the application of information technology modeling based concrete reinforcement construction for bridge projects

Publicado en línea: 26 feb 2024

Páginas: -

Recibido: 10 ene 2024

Aceptado: 19 ene 2024

DOI: https://doi.org/10.2478/amns-2024-0456

Palabras claveScatter interference, Nondestructive testing, Phase extraction, Concrete reinforcement

© 2024 Xinxin Lin et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Palabras clave
Scatter interference, Nondestructive testing, Phase extraction, Concrete reinforcement