Experimental dynamic characterization of an FRP composite bridge superstructure assembly

被引:56
作者
Burgueño, R [1 ]
Karbhari, VM [1 ]
Seible, F [1 ]
Kolozs, RT [1 ]
机构
[1] Univ Calif San Diego, Dept Struct Engn, La Jolla, CA 92093 USA
基金
美国国家科学基金会;
关键词
vibration testing; dynamic characterization; non-destructive evaluation; fiber reinforced polymer composites; bridges; carbon shell system;
D O I
10.1016/S0263-8223(01)00115-5
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A system comprised of concrete filled, filament wound, circular carbon/epoxy girders and an E-glass/polyester deck, representative of a bridge section in the positive moment region was tested at large scale to assess the overall and component structural response. The system was characterized for stiffness and overall response under monotonic and cyclic fatigue loads. Forced vibration testing was conducted as part of a level I non-destructive evaluation (NDE) procedure at each of the test stages, including after failure. Experimental results from the tests were seen to correspond well with analytical results for mode shapes and frequencies obtained through an eigenvalue analysis of a plane-grillage finite element model. The test method was shown to be effective in indicating changes in response as a function of load level and damage accumulation, and is expected to have significant potential for eventual routine health monitoring and damage detection of such structural systems in the field. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:427 / 444
页数:18
相关论文
共 15 条
[1]  
[Anonymous], P NAT SEISM C BRIDG
[2]  
Burgueno R, 1999, THESIS U CALIFORNIA
[3]  
Ewins DJ., 1984, MODAL TESTING THEORY
[4]   MODAL IDENTIFICATION OF CABLE-STAYED PEDESTRIAN BRIDGE [J].
GARDNERMORSE, MG ;
HUSTON, DR .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (11) :3384-3404
[5]   Structural characterization of fiber-reinforced composite short- and medium-span bridge systems [J].
Karbhari, VM ;
Seible, F ;
Burgueño, R ;
Davol, A ;
Wernli, M ;
Zhao, L .
APPLIED COMPOSITE MATERIALS, 2000, 7 (2-3) :151-182
[6]  
*LMS INT, 1994, LMS CAD PC US MAN
[7]   BRIDGE DYNAMICS AND DYNAMIC AMPLIFICATION FACTORS - A REVIEW OF ANALYTICAL AND EXPERIMENTAL FINDINGS [J].
PAULTRE, P ;
CHAALLAL, O ;
PROULX, J .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1992, 19 (02) :260-278
[8]  
*PC SPECTR NETW AN, 1989, HP 3566A OP REF
[9]  
*PCB PIEZ, 1993, PCB MOD 393C OP MAN
[10]  
Rao S. S., 2016, Mechanical Vibrations.