Owing to the coupling effects of various factors such as environmental conditions, vehicle loads and climate conditions, long-span continuous rigid bridges in service will experience significant continuous downward deflection. To effectively and accurately understand the structural deformation characteristics under specific service conditions, more exacting requirements have been put forward for the vertical deformation testing technology of long-span continuous rigid bridges. Non-contact video imaging has the characteristics of high efficiency, high precision, portability, adjustable frequency, low investment in personnel and short time, and has been gradually applied in bridge deformation detection. Taking a long-span continuous rigid bridge as the test sample, the non-contact and level displacement testing technology is used to obtain the vertical displacement of the main span by static load testing. The deflection curves of the main span of the bridge under controlled load conditions are extracted and compared. The deflection curves demonstrate a strong correlation between the non-contact testing technique for structural displacement and level measurement. The overall and local stiffness characteristics of the bridge structure are also analysed. The results indicate that the structural integrity is optimal, and the macroscopic stiffness on the symmetrical sides of the main span is consistent.
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24 February 2026
Research Article|
April 01 2025
Mechanical performance analysis of long-span continuous rigid-frame bridge Available to Purchase
Bo Mei;
Bo Mei
Xi'an Technological University
, Xi’an, PR China
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Sicong Wei;
Sicong Wei
Research Institute of Highway Ministry of Transport
, Beijing, PR China; National Engineering Research Center for Efficient Maintenance, Safety and Durability of Highways and Bridges, Beijing, PR China
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Pengfei Li;
Research Institute of Highway Ministry of Transport
, Beijing, PR China; National Engineering Research Center for Efficient Maintenance, Safety and Durability of Highways and Bridges, Beijing, PR China
Corresponding author Pengfei Li (pf_li1013@163.com)
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Yangming Xu;
Yangming Xu
Guangdong Highway Construction Co., Ltd
, Guangdong, PR China
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Zhenhua Yang
Zhenhua Yang
Xi'an Technological University
, Xi’an, PR China
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Corresponding author Pengfei Li (pf_li1013@163.com)
Publisher: Emerald Publishing
Received:
March 08 2024
Accepted:
February 21 2025
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2026) 179 (1): 53–62.
Article history
Received:
March 08 2024
Accepted:
February 21 2025
Citation
Mei B, Wei S, Li P, Xu Y, Yang Z (2026), "Mechanical performance analysis of long-span continuous rigid-frame bridge". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 179 No. 1 pp. 53–62, doi: https://doi.org/10.1680/jbren.24.00015
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