Wireless sensing in complex electromagnetic media: construction materials and structural monitoring
buir.contributor.author | Demir, Hilmi Volkan | |
buir.contributor.orcid | Demir, Hilmi Volkan|0000-0003-1793-112X | |
dc.citation.epage | 5554 | en_US |
dc.citation.issueNumber | 10 | en_US |
dc.citation.spage | 5545 | en_US |
dc.citation.volumeNumber | 15 | en_US |
dc.contributor.author | Özbey, B. | en_US |
dc.contributor.author | Demir, Hilmi Volkan | en_US |
dc.contributor.author | Kurc, O. | en_US |
dc.contributor.author | Ertürk, V. B. | en_US |
dc.contributor.author | Altıntaş, A. | en_US |
dc.date.accessioned | 2016-02-08T09:37:29Z | |
dc.date.available | 2016-02-08T09:37:29Z | |
dc.date.issued | 2015 | en_US |
dc.department | Department of Electrical and Electronics Engineering | en_US |
dc.department | Department of Physics | en_US |
dc.department | Institute of Materials Science and Nanotechnology (UNAM) | en_US |
dc.description.abstract | In this paper, wireless sensing in the presence of complex electromagnetic media created by combinations of reinforcing bars and concrete is investigated. The wireless displacement sensing system, primarily designed for use in structural health monitoring (SHM), is composed of a comb-like nested split-ring resonator (NSRR) probe and a transceiver antenna. Although each complex medium scenario is predicted to have a detrimental effect on sensing in principle, it is demonstrated that the proposed sensor geometry is able to operate fairly well in all scenarios except one. In these scenarios that mimic real-life SHM, it is shown that this sensor exhibits a high displacement resolution of 1 μm, a good sensitivity of 7 MHz/mm in average, and a high dynamic range extending over 20 mm. For the most disruptive scenario of placing concrete immediately behind NSRR, a solution based on employing a separator behind the probe is proposed to overcome the handicaps introduced by the medium. In order to obtain a one-to-one mapping from the measured frequency shift to the displacement, a numerical fit is proposed and used. The effects of several complex medium scenarios on this fit are discussed. These results indicate that the proposed sensing scheme works well in real-life SHM applications. © 2001-2012 IEEE. | en_US |
dc.description.provenance | Made available in DSpace on 2016-02-08T09:37:29Z (GMT). No. of bitstreams: 1 bilkent-research-paper.pdf: 70227 bytes, checksum: 26e812c6f5156f83f0e77b261a471b5a (MD5) Previous issue date: 2015 | en |
dc.identifier.doi | 10.1109/JSEN.2015.2441555 | en_US |
dc.identifier.issn | 1530-437X | |
dc.identifier.uri | http://hdl.handle.net/11693/20892 | |
dc.language.iso | English | en_US |
dc.publisher | Institute of Electrical and Electronics Engineers Inc. | en_US |
dc.relation.isversionof | http://dx.doi.org/10.1109/JSEN.2015.2441555 | en_US |
dc.source.title | IEEE Sensors Journal | en_US |
dc.subject | Complex medium | en_US |
dc.subject | Concrete | en_US |
dc.subject | Displacement sensor | en_US |
dc.subject | Nested split ring resonator (NSRR) | en_US |
dc.subject | Reinforcing bar (rebar) | en_US |
dc.subject | Strain sensor | en_US |
dc.subject | Structural health monitoring (SHM) | en_US |
dc.subject | Wireless passive sensor | en_US |
dc.subject | Bars (metal) | en_US |
dc.subject | Concrete placing | en_US |
dc.subject | Concretes | en_US |
dc.subject | Optical resonators | en_US |
dc.subject | Probes | en_US |
dc.subject | Radio transceivers | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Reinforcement | en_US |
dc.subject | Resonators | en_US |
dc.subject | Ring gages | en_US |
dc.subject | Complex medium | en_US |
dc.subject | Displacement sensor | en_US |
dc.subject | Passive sensor | en_US |
dc.subject | Reinforcing bar | en_US |
dc.subject | Split ring resonator | en_US |
dc.subject | Strain sensors | en_US |
dc.subject | Structural health monitoring (SHM) | en_US |
dc.title | Wireless sensing in complex electromagnetic media: construction materials and structural monitoring | en_US |
dc.type | Article | en_US |