Cable-stayed bridge cable force intelligent monitoring method and system based on multi-modal data fusion
By using a multimodal data fusion method, combining grayscale images and strain data, the linear deviation, stress nonuniformity, nonlinear strength, and energy mobility of the cable-stayed bridge are calculated. This solves the problem of inaccurate assessment in traditional cable-stayed bridge cable force monitoring and enables accurate assessment and safety assurance of the cable force state of cable-stayed bridges.
Patent Information
- Application Number
- CN202610620891.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2026-05-08
- Publication Date
- 2026-06-05
- Estimated Expiration
- 2046-05-08
AI Technical Summary
Traditional methods are insufficient to fully reflect the spatial mechanical state of the entire cable in cable-stayed bridge cable force monitoring. Single-dimensional strain data lacks the ability to capture cable deformation, resulting in a single dimension for judging cable force anomalies. This can easily lead to monitoring misjudgments and response delays, affecting the accuracy and reliability of the assessment.
A multimodal data fusion method is adopted to acquire grayscale images and strain data of each cable of a cable-stayed bridge, calculate the alignment deviation, stress non-uniformity, nonlinear strength and energy mobility, and evaluate the cable stress state of the cable by combining the anomaly coefficient, so as to achieve multi-dimensional monitoring.
Accurately capturing abnormal changes in cable force improves the precision of cable force monitoring for cable-stayed bridges, ensuring their safe operation. It can also identify structural damage, material aging, and local defects, reducing monitoring errors.