Capillary transport of water in cracked and non-cracked UHPFRC specimens
Main Author: | |
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Publication Date: | 2019 |
Other Authors: | , |
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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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 |
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FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
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RCAAP |
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RCAAP |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
collection |
Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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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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1833596009983246336 |