PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending

Sensing coatings are rapidly entering the field of non-destructive tests. While cement-based composites are proving an excellent interaction with new/recent structures, polymer-based coatings, already employed for structural retrofitting purposes, can provide a valuable alternative. This study inves...

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Main Authors: Milone Gabriele, Tulliani Jean-Marc, Al-Tabbaa Abir
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2023/05/matecconf_smartincs2023_05001.pdf
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author Milone Gabriele
Tulliani Jean-Marc
Al-Tabbaa Abir
author_facet Milone Gabriele
Tulliani Jean-Marc
Al-Tabbaa Abir
author_sort Milone Gabriele
collection DOAJ
description Sensing coatings are rapidly entering the field of non-destructive tests. While cement-based composites are proving an excellent interaction with new/recent structures, polymer-based coatings, already employed for structural retrofitting purposes, can provide a valuable alternative. This study investigated the production, application, and use of poly(vinylidene fluoride) (PVDF) coatings. A 10w/v% PVDF-to-solvent ratio became the best trade-off between electrical conductivity and bond strength with the substrate. Different concentrations of Carbon Nanotubes (CNT) were investigated: 0.05, 0.10, 0.25, 0.50, and 0.75% by weight of PVDF. The conductive PVDF-CNT composites were brushed on the casted mortar beams with screws embedded as electrodes. The mortar beams and attached polymer coatings were then subjected to bending stress. The Gauge Factor was obtained by comparing the substrate’s strain with the coating’s electric response. The sensing intervals in the Fractional Change of Resistance-strain curves varied in relation to the CNT concentration. For instance, adding 0.50w/v% of CNT gave the highest sensitivity up to 0.2‰ strain, followed by a lower – still sufficient – gauge factor. PVDF-based coatings with CNT additions of 0.25 and 0.75w/v% witnessed a comparable sensing performance in the same strain limits, abruptly increasing and finally stabilizing to a low gauge factor. In contrast, both 0.05 and 0.10w/v% resulted in a low monitoring potential overall. The varying sensing zones experienced by the coating were attributed to the microscopical behavior of CNT within the PVDF matrix. In conclusion, the results highlighted the potentiality of polymeric coatings for sensing, monitoring, and inspection of concrete structures.
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spelling doaj.art-c00c7e7e5e4745508e200d84ddb2654c2023-05-02T09:34:12ZengEDP SciencesMATEC Web of Conferences2261-236X2023-01-013780500110.1051/matecconf/202337805001matecconf_smartincs2023_05001PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bendingMilone Gabriele0Tulliani Jean-Marc1Al-Tabbaa Abir2Department of Engineering, University of CambridgeDepartment of Applied Science and Technology, Politecnico di TorinoDepartment of Engineering, University of CambridgeSensing coatings are rapidly entering the field of non-destructive tests. While cement-based composites are proving an excellent interaction with new/recent structures, polymer-based coatings, already employed for structural retrofitting purposes, can provide a valuable alternative. This study investigated the production, application, and use of poly(vinylidene fluoride) (PVDF) coatings. A 10w/v% PVDF-to-solvent ratio became the best trade-off between electrical conductivity and bond strength with the substrate. Different concentrations of Carbon Nanotubes (CNT) were investigated: 0.05, 0.10, 0.25, 0.50, and 0.75% by weight of PVDF. The conductive PVDF-CNT composites were brushed on the casted mortar beams with screws embedded as electrodes. The mortar beams and attached polymer coatings were then subjected to bending stress. The Gauge Factor was obtained by comparing the substrate’s strain with the coating’s electric response. The sensing intervals in the Fractional Change of Resistance-strain curves varied in relation to the CNT concentration. For instance, adding 0.50w/v% of CNT gave the highest sensitivity up to 0.2‰ strain, followed by a lower – still sufficient – gauge factor. PVDF-based coatings with CNT additions of 0.25 and 0.75w/v% witnessed a comparable sensing performance in the same strain limits, abruptly increasing and finally stabilizing to a low gauge factor. In contrast, both 0.05 and 0.10w/v% resulted in a low monitoring potential overall. The varying sensing zones experienced by the coating were attributed to the microscopical behavior of CNT within the PVDF matrix. In conclusion, the results highlighted the potentiality of polymeric coatings for sensing, monitoring, and inspection of concrete structures.https://www.matec-conferences.org/articles/matecconf/pdf/2023/05/matecconf_smartincs2023_05001.pdf
spellingShingle Milone Gabriele
Tulliani Jean-Marc
Al-Tabbaa Abir
PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending
MATEC Web of Conferences
title PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending
title_full PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending
title_fullStr PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending
title_full_unstemmed PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending
title_short PVDF-based coatings with CNT additions for strain monitoring of mortar substrates subjected to bending
title_sort pvdf based coatings with cnt additions for strain monitoring of mortar substrates subjected to bending
url https://www.matec-conferences.org/articles/matecconf/pdf/2023/05/matecconf_smartincs2023_05001.pdf
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AT tullianijeanmarc pvdfbasedcoatingswithcntadditionsforstrainmonitoringofmortarsubstratessubjectedtobending
AT altabbaaabir pvdfbasedcoatingswithcntadditionsforstrainmonitoringofmortarsubstratessubjectedtobending