Research on the Rapid Testing Method of Influence Lines for Beam Bridges and Its Engineering Applications
// Исследование метода ускоренного испытания балочных мостов с использованием линий влияния и его инженерное применение //
Xiaowei Tao et al (China)
В исследовании предложен экспресс-метод построения линий влияния балочных мостов, основанный на синхронной работе датчиков перемещения транспортных средств и беспроводной сети датчиков на конструкциях пролетных строений. Со слов авторов, полевые испытания подтвердили высокую точность* метода при минимальном времени проведения замеров и отсутствии необходимости длительного ограничения движения. Отклонения результатов от классических статических испытаний составили не более 6% по вертикальным перемещениям.
* Прим. глав. ред.: методология работы в целом представляется довольно спорной и требует дискуссии
Abstract: Bridges are critical nodes in transportation networks, and the evaluation of their service performance is of vital importance. Rapid assessment techniques based on the theory of influence lines have become a significant research topic. This study proposes a rapid testing method for the influence lines of beam-type bridges, with the synchronous monitoring of dynamic vehicle positions and a wireless network of multiple sensors. Field testing on a 30 m span T-beam bridge revealed that the measured vertical displacement during slow continuous driving corresponded with the static load test data within a deviation of ±6%, with the entire testing process completed in only 5 min, demonstrating efficiency and minimal traffic interference. Based on the measured influence lines, rapid bridge bearing capacity assessments and finite element model updating were researched. A case study of a simply supported T-beam bridge composed of prefabricated prestressed concrete showed that the calculated values using the proposed rapid assessment method deviated from traditional load test values between −5.68% and 4.69%, indicating a small error margin. After applying this method to the model updating of a (25 + 45 + 25) m continuous beam bridge on a highway, the inversion errors of the concrete elastic modulus and prestress were 1.40% and 1.20%, respectively, confirming the reliability of the precision. The rapid testing method for influence lines can be applied to bridge inspection, evaluation, and model updating.
Research on the Rapid Testing Method of Influence Lines for Beam Bridges and Its Engineering Applications / X. Tao, H. Liu, J. Li, P. Yu, J. Zhang // Buildings. – 2025. – Vol. 15. – № 10. – P. 1595. DOI: 10.3390/buildings15101595.
https://www.mdpi.com/2075-5309/15/10/1595
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