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Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures

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Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures. / Perry, Marcus; Saafi, Mohamed; Fusiek, Gregory et al.
In: Smart Materials and Structures, Vol. 24, No. 4, 045011, 24.02.2015.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Perry, M, Saafi, M, Fusiek, G & Niewczas, P 2015, 'Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures', Smart Materials and Structures, vol. 24, no. 4, 045011. https://doi.org/10.1088/0964-1726/24/4/045011

APA

Perry, M., Saafi, M., Fusiek, G., & Niewczas, P. (2015). Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures. Smart Materials and Structures, 24(4), Article 045011. https://doi.org/10.1088/0964-1726/24/4/045011

Vancouver

Perry M, Saafi M, Fusiek G, Niewczas P. Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures. Smart Materials and Structures. 2015 Feb 24;24(4):045011. doi: 10.1088/0964-1726/24/4/045011

Author

Perry, Marcus ; Saafi, Mohamed ; Fusiek, Gregory et al. / Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures. In: Smart Materials and Structures. 2015 ; Vol. 24, No. 4.

Bibtex

@article{ad8ff383ed5c4e648dfa778de1d2a609,
title = "Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures",
abstract = "In this work, we demonstrate hybrid optical-fibre/geopolymer sensors for monitoring temperature, uniaxial strain and biaxial strain in concrete structures. The hybrid sensors detect these measurands via changes in geopolymer electrical impedance, and via optical wavelength measurements of embedded fibre Bragg gratings. Electrical and optical measurements were both facilitated by metal-coated optical fibres, which provided the hybrid sensors with a single, shared physical path for both voltage and wavelength signals. The embedded fibre sensors revealed that geopolymer specimens undergo 2.7 mε of shrinkage after one week of curing at 42 °C. After curing, an axial 2 mε compression of the uniaxial hybrid sensor led to impedance and wavelength shifts of 7 × 10−2 and −2 × 10−4 respectively. The typical strain resolution in the uniaxial sensor was 100 με. The biaxial sensor was applied to the side of a concrete cylinder, which was then placed under 0.6 mε of axial, compressive strain. Fractional shifts in impedance and wavelength, used to monitor axial and circumferential strain, were 3 × 10−2 and 4 × 10−5 respectively. The biaxial sensor{\textquoteright}s strain resolution was approximately 10 με in both directions.Due to several design flaws, the uniaxial hybrid sensor was unable to accurately measure ambient temperature changes. The biaxial sensor, however, successfully monitored local temperature changes with 0.5 °C resolution.",
author = "Marcus Perry and Mohamed Saafi and Gregory Fusiek and Pawel Niewczas",
year = "2015",
month = feb,
day = "24",
doi = "10.1088/0964-1726/24/4/045011",
language = "English",
volume = "24",
journal = "Smart Materials and Structures",
issn = "0964-1726",
publisher = "IOP Publishing Ltd.",
number = "4",

}

RIS

TY - JOUR

T1 - Hybrid optical-fibre/geopolymer sensors for structural health monitoring of concrete structures

AU - Perry, Marcus

AU - Saafi, Mohamed

AU - Fusiek, Gregory

AU - Niewczas, Pawel

PY - 2015/2/24

Y1 - 2015/2/24

N2 - In this work, we demonstrate hybrid optical-fibre/geopolymer sensors for monitoring temperature, uniaxial strain and biaxial strain in concrete structures. The hybrid sensors detect these measurands via changes in geopolymer electrical impedance, and via optical wavelength measurements of embedded fibre Bragg gratings. Electrical and optical measurements were both facilitated by metal-coated optical fibres, which provided the hybrid sensors with a single, shared physical path for both voltage and wavelength signals. The embedded fibre sensors revealed that geopolymer specimens undergo 2.7 mε of shrinkage after one week of curing at 42 °C. After curing, an axial 2 mε compression of the uniaxial hybrid sensor led to impedance and wavelength shifts of 7 × 10−2 and −2 × 10−4 respectively. The typical strain resolution in the uniaxial sensor was 100 με. The biaxial sensor was applied to the side of a concrete cylinder, which was then placed under 0.6 mε of axial, compressive strain. Fractional shifts in impedance and wavelength, used to monitor axial and circumferential strain, were 3 × 10−2 and 4 × 10−5 respectively. The biaxial sensor’s strain resolution was approximately 10 με in both directions.Due to several design flaws, the uniaxial hybrid sensor was unable to accurately measure ambient temperature changes. The biaxial sensor, however, successfully monitored local temperature changes with 0.5 °C resolution.

AB - In this work, we demonstrate hybrid optical-fibre/geopolymer sensors for monitoring temperature, uniaxial strain and biaxial strain in concrete structures. The hybrid sensors detect these measurands via changes in geopolymer electrical impedance, and via optical wavelength measurements of embedded fibre Bragg gratings. Electrical and optical measurements were both facilitated by metal-coated optical fibres, which provided the hybrid sensors with a single, shared physical path for both voltage and wavelength signals. The embedded fibre sensors revealed that geopolymer specimens undergo 2.7 mε of shrinkage after one week of curing at 42 °C. After curing, an axial 2 mε compression of the uniaxial hybrid sensor led to impedance and wavelength shifts of 7 × 10−2 and −2 × 10−4 respectively. The typical strain resolution in the uniaxial sensor was 100 με. The biaxial sensor was applied to the side of a concrete cylinder, which was then placed under 0.6 mε of axial, compressive strain. Fractional shifts in impedance and wavelength, used to monitor axial and circumferential strain, were 3 × 10−2 and 4 × 10−5 respectively. The biaxial sensor’s strain resolution was approximately 10 με in both directions.Due to several design flaws, the uniaxial hybrid sensor was unable to accurately measure ambient temperature changes. The biaxial sensor, however, successfully monitored local temperature changes with 0.5 °C resolution.

U2 - 10.1088/0964-1726/24/4/045011

DO - 10.1088/0964-1726/24/4/045011

M3 - Journal article

VL - 24

JO - Smart Materials and Structures

JF - Smart Materials and Structures

SN - 0964-1726

IS - 4

M1 - 045011

ER -