Self-healing concrete with crystalline admixture made with different cement content

Abstract Self-healing concrete (SHC) is obtained with self-healing agents, which can seal small cracks without additional repair works, improving concrete durability. The present paper studied the influence of cement content (450, 475, and 500 kg/m3) on mechanical properties (compressive and tensile strength) and porosity (capillary water absorption, water absorption, and void index) of SHC with crystalline admixture. A crack induction was carried out in SHC, and the results were compared with two reference concretes (with and without crack induction). SHC had similar compressive strength with reference concrete made without crack induction, independently of cement content. Water absorption and void index of SHC decreased with higher cement content, and a significant reduction of capillary water absorption was found after 90 days. The crystalline admixture was very efficient in decreasing concrete porosity mainly at longer ages. SHC made with high cement content developed a higher porosity reduction.

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Main Authors: Geraldo,R. H., Guadagnini,A. M., Camarini,G.
Format: Digital revista
Language:English
Published: Associação Brasileira de Cerâmica 2021
Online Access:http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300370
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spelling oai:scielo:S0366-691320210003003702021-09-24Self-healing concrete with crystalline admixture made with different cement contentGeraldo,R. H.Guadagnini,A. M.Camarini,G. self-healing concrete crystalline admixture autogenous healing durability Abstract Self-healing concrete (SHC) is obtained with self-healing agents, which can seal small cracks without additional repair works, improving concrete durability. The present paper studied the influence of cement content (450, 475, and 500 kg/m3) on mechanical properties (compressive and tensile strength) and porosity (capillary water absorption, water absorption, and void index) of SHC with crystalline admixture. A crack induction was carried out in SHC, and the results were compared with two reference concretes (with and without crack induction). SHC had similar compressive strength with reference concrete made without crack induction, independently of cement content. Water absorption and void index of SHC decreased with higher cement content, and a significant reduction of capillary water absorption was found after 90 days. The crystalline admixture was very efficient in decreasing concrete porosity mainly at longer ages. SHC made with high cement content developed a higher porosity reduction.info:eu-repo/semantics/openAccessAssociação Brasileira de CerâmicaCerâmica v.67 n.383 20212021-09-01info:eu-repo/semantics/articletext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300370en10.1590/0366-69132021673833118
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country Brasil
countrycode BR
component Revista
access En linea
databasecode rev-scielo-br
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region America del Sur
libraryname SciELO
language English
format Digital
author Geraldo,R. H.
Guadagnini,A. M.
Camarini,G.
spellingShingle Geraldo,R. H.
Guadagnini,A. M.
Camarini,G.
Self-healing concrete with crystalline admixture made with different cement content
author_facet Geraldo,R. H.
Guadagnini,A. M.
Camarini,G.
author_sort Geraldo,R. H.
title Self-healing concrete with crystalline admixture made with different cement content
title_short Self-healing concrete with crystalline admixture made with different cement content
title_full Self-healing concrete with crystalline admixture made with different cement content
title_fullStr Self-healing concrete with crystalline admixture made with different cement content
title_full_unstemmed Self-healing concrete with crystalline admixture made with different cement content
title_sort self-healing concrete with crystalline admixture made with different cement content
description Abstract Self-healing concrete (SHC) is obtained with self-healing agents, which can seal small cracks without additional repair works, improving concrete durability. The present paper studied the influence of cement content (450, 475, and 500 kg/m3) on mechanical properties (compressive and tensile strength) and porosity (capillary water absorption, water absorption, and void index) of SHC with crystalline admixture. A crack induction was carried out in SHC, and the results were compared with two reference concretes (with and without crack induction). SHC had similar compressive strength with reference concrete made without crack induction, independently of cement content. Water absorption and void index of SHC decreased with higher cement content, and a significant reduction of capillary water absorption was found after 90 days. The crystalline admixture was very efficient in decreasing concrete porosity mainly at longer ages. SHC made with high cement content developed a higher porosity reduction.
publisher Associação Brasileira de Cerâmica
publishDate 2021
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0366-69132021000300370
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