Capillary transport of water in cracked and non-cracked UHPFRC specimens

Bibliographic Details
Main Author: Matos, Ana Mafalda
Publication Date: 2019
Other Authors: Nunes, Sandra, Aguiar, J. L. Barroso de
Format: Article
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: https://hdl.handle.net/1822/60678
Summary: The primary goal of the present paper is to investigate the influence of cracking on water transport by capillary suction of UHPFRC. Prismatic specimens were firstly loaded under four-point bending up to a specific crack open displacement (COD). Target COD, under loading, was varied between 200 and 400 µm, in steps of 50 µm. After unloading, a COD recovery was observed with residual COD ranging between 116-334 µm and 75-248 µm for UHPFRC-1.5% and UHPFRC-3.0% specimens, respectively. The crack pattern created was characterised (number of cracks and crack width) befora capillarity testing. Sorptivity results of cracked UFPFRC-1.5% and UFPFRC-3.0% specimens remained in the range of 0.024 to 0.044 mg/(mm2.min0.5), which are about 2 to 4 times higher than the sorptivity results of non-cracked UHPFRC specimens. However, the maximum sptorvity observed on cracked UHPFRC is relatvely low as compared to typical sorptivity resuts found in good quality conventional concrete or engineered cementitious composites (ECC).
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spelling Capillary transport of water in cracked and non-cracked UHPFRC specimensCapillaryCrackedUHPFRCThe primary goal of the present paper is to investigate the influence of cracking on water transport by capillary suction of UHPFRC. Prismatic specimens were firstly loaded under four-point bending up to a specific crack open displacement (COD). Target COD, under loading, was varied between 200 and 400 µm, in steps of 50 µm. After unloading, a COD recovery was observed with residual COD ranging between 116-334 µm and 75-248 µm for UHPFRC-1.5% and UHPFRC-3.0% specimens, respectively. The crack pattern created was characterised (number of cracks and crack width) befora capillarity testing. Sorptivity results of cracked UFPFRC-1.5% and UFPFRC-3.0% specimens remained in the range of 0.024 to 0.044 mg/(mm2.min0.5), which are about 2 to 4 times higher than the sorptivity results of non-cracked UHPFRC specimens. However, the maximum sptorvity observed on cracked UHPFRC is relatvely low as compared to typical sorptivity resuts found in good quality conventional concrete or engineered cementitious composites (ECC).Fundação para a Ciência e a Tecnologia(PD/BD/113636/2015)info:eu-repo/semantics/publishedVersionJapanese Concrete Institute (JCI)Universidade do MinhoMatos, Ana MafaldaNunes, SandraAguiar, J. L. Barroso de2019-052019-05-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/60678engMatos A. M., Nunes S., Aguiar J. B. Capillary transport of water in cracked and non-cracked UHPFRC specimens, Journal of Advanced Concrete Technology, Vol. 17, pp. 244-259, doi:10.3151/jact.17.5.244, 20191346-801410.3151/jact.17.244info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T07:35:22Zoai:repositorium.sdum.uminho.pt:1822/60678Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T16:32:37.339564Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Capillary transport of water in cracked and non-cracked UHPFRC specimens
title Capillary transport of water in cracked and non-cracked UHPFRC specimens
spellingShingle Capillary transport of water in cracked and non-cracked UHPFRC specimens
Matos, Ana Mafalda
Capillary
Cracked
UHPFRC
title_short Capillary transport of water in cracked and non-cracked UHPFRC specimens
title_full Capillary transport of water in cracked and non-cracked UHPFRC specimens
title_fullStr Capillary transport of water in cracked and non-cracked UHPFRC specimens
title_full_unstemmed Capillary transport of water in cracked and non-cracked UHPFRC specimens
title_sort Capillary transport of water in cracked and non-cracked UHPFRC specimens
author Matos, Ana Mafalda
author_facet Matos, Ana Mafalda
Nunes, Sandra
Aguiar, J. L. Barroso de
author_role author
author2 Nunes, Sandra
Aguiar, J. L. Barroso de
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Matos, Ana Mafalda
Nunes, Sandra
Aguiar, J. L. Barroso de
dc.subject.por.fl_str_mv Capillary
Cracked
UHPFRC
topic Capillary
Cracked
UHPFRC
description The primary goal of the present paper is to investigate the influence of cracking on water transport by capillary suction of UHPFRC. Prismatic specimens were firstly loaded under four-point bending up to a specific crack open displacement (COD). Target COD, under loading, was varied between 200 and 400 µm, in steps of 50 µm. After unloading, a COD recovery was observed with residual COD ranging between 116-334 µm and 75-248 µm for UHPFRC-1.5% and UHPFRC-3.0% specimens, respectively. The crack pattern created was characterised (number of cracks and crack width) befora capillarity testing. Sorptivity results of cracked UFPFRC-1.5% and UFPFRC-3.0% specimens remained in the range of 0.024 to 0.044 mg/(mm2.min0.5), which are about 2 to 4 times higher than the sorptivity results of non-cracked UHPFRC specimens. However, the maximum sptorvity observed on cracked UHPFRC is relatvely low as compared to typical sorptivity resuts found in good quality conventional concrete or engineered cementitious composites (ECC).
publishDate 2019
dc.date.none.fl_str_mv 2019-05
2019-05-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/60678
url https://hdl.handle.net/1822/60678
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Matos A. M., Nunes S., Aguiar J. B. Capillary transport of water in cracked and non-cracked UHPFRC specimens, Journal of Advanced Concrete Technology, Vol. 17, pp. 244-259, doi:10.3151/jact.17.5.244, 2019
1346-8014
10.3151/jact.17.244
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Japanese Concrete Institute (JCI)
publisher.none.fl_str_mv Japanese Concrete Institute (JCI)
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
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