Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules

Abstract The objective of this work was to develop a chemical admixture to make concrete capable to heal its fissures autonomously and, consequently, mitigate the concrete’s reinforcement corrosion due to the ingress of aggressive agents. For that, polymeric microcapsules built by a shell of urea-fo...

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Main Authors: Daniel Valerio, Juliana Ferreira Fernandes, Marcos Massao Futai, Antonio Domingues de Figueiredo, Idalina Vieira Aoki
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2023-07-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000200208&lng=en&tlng=en
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author Daniel Valerio
Juliana Ferreira Fernandes
Marcos Massao Futai
Antonio Domingues de Figueiredo
Idalina Vieira Aoki
author_facet Daniel Valerio
Juliana Ferreira Fernandes
Marcos Massao Futai
Antonio Domingues de Figueiredo
Idalina Vieira Aoki
author_sort Daniel Valerio
collection DOAJ
description Abstract The objective of this work was to develop a chemical admixture to make concrete capable to heal its fissures autonomously and, consequently, mitigate the concrete’s reinforcement corrosion due to the ingress of aggressive agents. For that, polymeric microcapsules built by a shell of urea-formaldehyde-melamine (UFM) and a core of methylmethacrylate were developed and added to the concrete to further evaluation. The concrete specimens containing 0%, 3% and 6% of the proposed microcapsules (mass of microcapsules / mass of cement) were subjected to destructive and non-destructive tests. The water absorption and the mechanical tests i.e., compressive strength and indirect tensile strength (Brazilian test) were carried out to characterize concrete, while the electrochemical impedance spectroscopy (EIS) and the non-destructive ultrasonic pulse velocity (UPV) tests were conducted to evaluate the concrete self-healing ability. These tests showed that the proposed admixture was able to heal the concrete’s fissures partially. In addition, it was concluded that the samples with 3% of microcapsules presented higher self-repairing rates. Despite the microcapsules developed in this work have presented a satisfactory self-healing efficiency, their effectiveness looks to be affected by the mixing procedure once part of them is broken during the process.
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spelling doaj.art-db226e3d71eb40ad9fb254c13bced5de2023-07-11T07:50:52ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41952023-07-0117210.1590/s1983-41952024000200006Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsulesDaniel Valeriohttps://orcid.org/0000-0001-9853-6476Juliana Ferreira Fernandeshttps://orcid.org/0000-0002-3440-6223Marcos Massao Futaihttps://orcid.org/0000-0002-4969-3085Antonio Domingues de Figueiredohttps://orcid.org/0000-0003-4658-3355Idalina Vieira Aokihttps://orcid.org/0000-0002-8203-2625Abstract The objective of this work was to develop a chemical admixture to make concrete capable to heal its fissures autonomously and, consequently, mitigate the concrete’s reinforcement corrosion due to the ingress of aggressive agents. For that, polymeric microcapsules built by a shell of urea-formaldehyde-melamine (UFM) and a core of methylmethacrylate were developed and added to the concrete to further evaluation. The concrete specimens containing 0%, 3% and 6% of the proposed microcapsules (mass of microcapsules / mass of cement) were subjected to destructive and non-destructive tests. The water absorption and the mechanical tests i.e., compressive strength and indirect tensile strength (Brazilian test) were carried out to characterize concrete, while the electrochemical impedance spectroscopy (EIS) and the non-destructive ultrasonic pulse velocity (UPV) tests were conducted to evaluate the concrete self-healing ability. These tests showed that the proposed admixture was able to heal the concrete’s fissures partially. In addition, it was concluded that the samples with 3% of microcapsules presented higher self-repairing rates. Despite the microcapsules developed in this work have presented a satisfactory self-healing efficiency, their effectiveness looks to be affected by the mixing procedure once part of them is broken during the process.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000200208&lng=en&tlng=enself-healing concretenon-destructive testsdurabilityfissurescorrosion
spellingShingle Daniel Valerio
Juliana Ferreira Fernandes
Marcos Massao Futai
Antonio Domingues de Figueiredo
Idalina Vieira Aoki
Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules
Revista IBRACON de Estruturas e Materiais
self-healing concrete
non-destructive tests
durability
fissures
corrosion
title Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules
title_full Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules
title_fullStr Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules
title_full_unstemmed Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules
title_short Non-destructive tests for performance evaluation of self-healing concrete by addition of methyl methacrylate-containing microcapsules
title_sort non destructive tests for performance evaluation of self healing concrete by addition of methyl methacrylate containing microcapsules
topic self-healing concrete
non-destructive tests
durability
fissures
corrosion
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000200208&lng=en&tlng=en
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