A Finite Element Model Updating Method Considering Environmental Impacts

被引:0
作者
Zhou, Shanglian [1 ]
Song, Wei [1 ]
机构
[1] Univ Alabama, Dept Civil Construct & Environm Engn, Tuscaloosa, AL 35487 USA
来源
TOPICS IN MODAL ANALYSIS & TESTING, VOL 10 | 2016年
关键词
Temperature; Boundary condition; Model updating; Damage detection; Sensitivity; STRUCTURAL DAMAGE; BRIDGE; TEMPERATURE; Z24;
D O I
10.1007/978-3-319-30249-2_28
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Many researchers have observed a strong correlation between variation in structural modal properties and environmental change especially temperature fluctuation. The environmental variability of modal properties might cause uncertainties in modal properties identification. Therefore in vibration-based damage detection field, a practical issue is to discriminate temperature-induced changes in modal properties from those caused by structural damage. Currently, several techniques have been developed to help eliminate the temperature influence, such as using a linear filter to separate the temperature effects. Meanwhile, detailed studies on the influence from other environmental factors, for instance, boundary condition change, are lacking. This paper proposes a novel finite element (FE) method that can consider temperature and boundary condition change, and brings insight to how environment factors influence structural modal properties and how to consider them in the model updating process. In the proposed method, temperature and boundary condition information is incorporated into stiffness formulation of the FE model. A numerical example of damage detection on a pedestrian bridge with several damage scenarios combined with environmental variation is presented to demonstrate the effectiveness of the proposed method. Also, the sensitivity range of each updating parameter is discussed in details.
引用
收藏
页码:313 / 324
页数:12
相关论文
共 19 条
[11]  
2-Z
[12]   Detection of structural damage through changes in frequency: A review [J].
Salawu, OS .
ENGINEERING STRUCTURES, 1997, 19 (09) :718-723
[13]  
Sohn H, 1999, EARTHQUAKE ENG STRUC, V28, P879, DOI 10.1002/(SICI)1096-9845(199908)28:8<879::AID-EQE845>3.3.CO
[14]  
2-M
[15]   Structural damage identification of the highway bridge Z24 by FE model updating [J].
Teughels, A ;
De Roeck, G .
JOURNAL OF SOUND AND VIBRATION, 2004, 278 (03) :589-610
[16]   Damage assessment of the Z24 bridge by FE model updating [J].
Teughels, A ;
De Roeck, G .
DAMAGE ASSESSMENT OF STRUCTURES, PROCEEDINGS, 2003, 245-2 :19-26
[17]   GEOMETRICALLY NON-LINEAR FINITE-ELEMENT ANALYSIS OF BEAMS, FRAMES, ARCHES AND AXISYMMETRIC SHELLS [J].
WOOD, RD ;
ZIENKIEWICZ, OC .
COMPUTERS & STRUCTURES, 1977, 7 (06) :725-735
[18]   Long term vibration monitoring of an RC slab: Temperature and humidity effect [J].
Xia, Y ;
Hao, H ;
Zanardo, G ;
Deeks, A .
ENGINEERING STRUCTURES, 2006, 28 (03) :441-452
[19]   Monitoring temperature effect on a long suspension bridge [J].
Xu, Y. L. ;
Chen, B. ;
Ng, C. L. ;
Wong, K. Y. ;
Chan, W. Y. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (06) :632-653