A New Damage Detection Method for Special-Shaped Steel Arch Bridges Based on Fractal Theory and the Model Updating Technique

被引:8
作者
Cheng, X. X. [1 ,2 ]
Wu, G. [1 ]
Zhang, L. [1 ]
Ma, F. B. [1 ]
机构
[1] Southeast Univ, Sch Civil Engn, Nanjing 211189, Peoples R China
[2] Jiangsu Dongyin Intelligent Engn Technol Res Inst, Nanjing 211100, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Steel arch bridge; structural health monitoring; damage detection; fractal theory; model updating technique; numerical simulation; LOCALIZATION;
D O I
10.1142/S0219455421500309
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, an innovative two-level damage detection method applicable to real-world online structural health monitoring (SHM) systems is proposed for in-service large steel arch bridges. The method consists of Level 1 damage detection practice that includes strain data acquisition and damage location using the damage index based on the fractal theory, and Level 2 damage detection practice that includes acceleration sample acquisitions and dynamic model updating to quantify the damage. A numerical case study of the Yingzhou bridge based on various damage cases demonstrated the effectiveness of the proposed damage detection method. It is revealed that Level 1 damage detection is sufficiently robust against the standard measurement noise and normal temperature variations. The study results also indicated that the accuracy of Level 2 damage detection largely depends on whether the initial structure imperfections are taken into account, and whether the utilized model updating method is effective under model errors.
引用
收藏
页数:26
相关论文
共 27 条
[1]  
Abdel WahabM., 1997, Journal of Structural Engineering, V4, P266
[2]   An algorithm for damage localization in steel truss structures: Numerical simulation and experimental validation [J].
An, Yonghui ;
Li, Binbin ;
Ou, Jinping .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2013, 24 (14) :1683-1698
[3]  
An YH, 2012, J INTEL MAT SYST STR, V23, P415, DOI [10.1177/1045389X11434172, 10.1177/1045389x11434172]
[4]  
[Anonymous], 2010, THESIS
[5]   Dynamic assessment of curved cable-stayed bridge by model updating [J].
Brownjohn, JMW ;
Xia, PQ .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (02) :252-260
[6]  
Chang C.C., 2001, J BRIDGE ENG ASCE, V6, P46
[7]   Static and Dynamic Structural Performances of a Special-Shaped Concrete-Filled Steel Tubular Arch Bridge in Extreme Events Using a Validated Computational Model [J].
Cheng, X. X. ;
Dong, J. ;
Cao, S. S. ;
Han, X. L. ;
Miao, C. Q. .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2018, 43 (04) :1839-1863
[8]  
Cheng XX, 2016, INT J CIVIL ENG, V16, P79
[9]  
China Railway Bridge Science Research Institute, 2007, IMPL DET PHYS MOD TE
[10]   Environmental variability of modal properties [J].
Cornwell, P ;
Farrar, CR ;
Doebling, SW ;
Sohn, H .
EXPERIMENTAL TECHNIQUES, 1999, 23 (06) :45-48