Natural frequencies identification of a reinforced concrete beam using carbon nanotube cement-based sensors

被引:130
作者
Ubertini, Filippo [1 ]
Materazzi, Annibale Luigi [1 ]
D'Alessandro, Antonella [1 ]
Laflamme, Simon [2 ,3 ]
机构
[1] Univ Perugia, Dept Civil & Environm Engn, I-06100 Perugia, Italy
[2] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50011 USA
[3] Iowa State Univ, Dept Elect & Comp Engn, Ames, IA 50011 USA
关键词
Smart concrete; Nanotechnology; Carbon nanotubes; Cement-based transducers; Multifunctional materials; Concrete structures; Operational modal analysis; Structural health monitoring; IMPACT DAMAGE; ARCH BRIDGE; MODEL;
D O I
10.1016/j.engstruct.2013.12.036
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cementitious materials doped with carbon nanoparticles are robust materials capable of transducing strain into changes in electrical resistance. These properties encourage the development of spatially distributed sensors for structural health monitoring of concrete structures. Yet, very few applications of transducers made of cement-based nanocomposites to structural elements have been documented. The majority of applications are limited to measurement of static responses. The authors have recently proposed the novel application of cement-based nanocomposite technologies for vibration-based structural health monitoring of concrete structures. To this aim, prismatic sensors made of cement paste doped with carbon nanotubes have been proposed as embedded sensors for concrete structures. Prior results have shown the promise of these sensors at vibration measurements. In this paper, the authors further the understanding of the dynamic behavior of cement-based carbon nanotube sensors by conducting experiments on a full-scale reinforced concrete beam for output-only identification of natural frequencies. The performance of the novel sensor is benchmarked against off-the-shelf strain gauges and accelerometers. Results show that the proposed sensor compares well against existing technologies at vibration monitoring. Also, the nanocomposite sensor is capable of detecting high frequencies, which is made possible by a very low level of noise and an excellent signal-to-noise ratio obtained from shielded wire connections and proper tailoring of the fabrication process. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:265 / 275
页数:11
相关论文
共 25 条
[1]  
Azhari, 2008, THESIS U BRIT COLUMB
[2]   Cement-based sensors with carbon fibers and carbon nanotubes for piezoresistive sensing [J].
Azhari, Faezeh ;
Banthia, Nemkumar .
CEMENT & CONCRETE COMPOSITES, 2012, 34 (07) :866-873
[3]   Structural health monitoring of civil infrastructure [J].
Brownjohn, J. M. W. .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2007, 365 (1851) :589-622
[4]   The role of irreversible and reversible phenomena in the piezoresistive behavior of graphene epoxy nanocomposites applied to structural health monitoring [J].
Chiacchiarelli, Leonel M. ;
Rallini, Marco ;
Monti, Marco ;
Puglia, Debora ;
Kenny, Jose M. ;
Torre, L. .
COMPOSITES SCIENCE AND TECHNOLOGY, 2013, 80 :73-79
[5]  
Cross E, 2012, P R SOC A
[6]   Self-monitoring of fatigue damage in carbon fiber reinforced cement [J].
Fu, XL ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 1996, 26 (01) :15-20
[7]   Ambient vibration testing and condition assessment of the Paderno iron arch bridge (1889) [J].
Gentile, Carmelo ;
Saisi, Antonella .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (09) :3709-3720
[8]   Electrical Response of Carbon Nanotube Reinforced Nanocomposites Under Static and Dynamic Loading [J].
Heeder, N. J. ;
Shukla, A. ;
Chalivendra, V. ;
Yang, S. ;
Park, K. .
EXPERIMENTAL MECHANICS, 2012, 52 (03) :315-322
[9]  
Kabhari V.M., 2009, ENCY STRUCTURAL HLTH, P1467
[10]   Highly dispersed carbon nanotube reinforced cement based materials [J].
Konsta-Gdoutos, Maria S. ;
Metaxa, Zoi S. ;
Shah, Surendra P. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (07) :1052-1059