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Condition assessment of stay cables using normalized sequence of vehicle-induced cable force peaks of stay cables on same side.

Authors :
Li, Jin-Xin
Qu, Chun-Xu
Yi, Ting-Hua
Li, Hong-Nan
Han, Qiang
Source :
Engineering Structures. Jun2024, Vol. 309, pN.PAG-N.PAG. 1p.
Publication Year :
2024

Abstract

The condition of stay cables greatly affects the safety of bridges. Cable force is an important health indicator of cables, but it is difficult to directly assess the condition of a stay cable by the cable force because the cable force is affected by the operating environment including temperature and vehicles. In this paper, the condition of the stay cable is assessed by constructing a normalized sequence of the vehicle-induced cable force peaks (VICFPs) of the stay cables on the same side. The normalized sequence of the VICFPs of the same side cables is only related to the structure itself, and the damage to the cable can cause an abnormal reduction in the sequence. First, the normalized sequence of the VICFPs of the same side cables is derived and defined, and the change in the normalized sequence of the VICFPs with damage is qualitatively analyzed by a simplified mechanical model. An indicator of the change in the normalized sequences is constructed, and the condition assessment of the stay cables is realized by building the control chart of the indicator. Second, via a finite element model of a cable-stayed bridge, the sequences of different vehicle weights, different lanes, and different damage degrees are verified and analyzed. Last, the proposed method is applied to an actual bridge, and the results indicate that the proposed method has sufficient feasibility and accuracy. • The vehicle-induced cable force peak (VICFP) is derived through mechanical analysis using influence coefficients. • The effects of various damages on VICFP are distinguished by a simplified model, and a condition indicator is established. • A new method for condition assessment of stay cables is proposed by combining indicators with mean value control charts. • A vehicle-induced cable force extraction method based on local largest distribution density fitting is presented. • The numerical simulations and an engineering application are carried out to verify the feasibility of the proposed method. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
01410296
Volume :
309
Database :
Academic Search Index
Journal :
Engineering Structures
Publication Type :
Academic Journal
Accession number :
177107658
Full Text :
https://doi.org/10.1016/j.engstruct.2024.118123