دورية أكاديمية

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

التفاصيل البيبلوغرافية
العنوان: Research on the application of information technology modeling based concrete reinforcement construction for bridge projects
المؤلفون: Lin Xinxin, Meng Yuting, Jia Junjun, Li Yunhuan, Wang Lijie
المصدر: Applied Mathematics and Nonlinear Sciences, Vol 9, Iss 1 (2024)
بيانات النشر: Sciendo, 2024.
سنة النشر: 2024
المجموعة: LCC:Mathematics
مصطلحات موضوعية: scatter interference, nondestructive testing, phase extraction, concrete reinforcement, 00a73, Mathematics, QA1-939
الوصف: 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.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2444-8656
Relation: https://doaj.org/toc/2444-8656
DOI: 10.2478/amns-2024-0456
URL الوصول: https://doaj.org/article/c3485c376dc64816a5613fc84f75cd83
رقم الأكسشن: edsdoj.3485c376dc64816a5613fc84f75cd83
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:24448656
DOI:10.2478/amns-2024-0456