Chloride ion penetration into cracked UHPFRC during wetting-drying cycles
Main Author: | |
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Publication Date: | 2021 |
Other Authors: | , , , |
Language: | eng |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | https://hdl.handle.net/1822/87159 |
Summary: | The subject of this paper is the extent to which, during wetting–drying cycles, chloride ions can penetrate Ultra-high-Performance Fibre Reinforced Cementitious Composites (UHPFRC) specimens subjected to combined mechanical and environmental load. Pre-cracking was obtained by subjecting prismatic specimens (40 40 60mm3) to four-point bending until a predefined crack opening displacement (COD) is reached, using a dedicated test setup. Three target CODs were studied: 300, 350 and 400 μm. Exposure to a concentrated chloride solution (3.5% NaCl) was used as an environmental load. Specimens we subjected to wetting–drying cycles for one year. After this exposure period, the chloride penetration was characterised both qualitatively (by colourimetric analysis with silver nitrate) and quantitatively (by determining the chloride profile). The effect of damage level on chloride penetration and its impact on structures durability is discussed in the current paper. |
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Chloride ion penetration into cracked UHPFRC during wetting-drying cyclesUltra-high-performance fibre reinforced cementitious compositesCrackingChloride exposureDurabilityUltra-high-performance fibre reinforced cementitious composites (UHPFRC)The subject of this paper is the extent to which, during wetting–drying cycles, chloride ions can penetrate Ultra-high-Performance Fibre Reinforced Cementitious Composites (UHPFRC) specimens subjected to combined mechanical and environmental load. Pre-cracking was obtained by subjecting prismatic specimens (40 40 60mm3) to four-point bending until a predefined crack opening displacement (COD) is reached, using a dedicated test setup. Three target CODs were studied: 300, 350 and 400 μm. Exposure to a concentrated chloride solution (3.5% NaCl) was used as an environmental load. Specimens we subjected to wetting–drying cycles for one year. After this exposure period, the chloride penetration was characterised both qualitatively (by colourimetric analysis with silver nitrate) and quantitatively (by determining the chloride profile). The effect of damage level on chloride penetration and its impact on structures durability is discussed in the current paper.This work was financially supported by: Base Funding—UIDB/04708/2020 and Programmatic Funding—UIDP/04708/2020 of the CONSTRUCT—Instituto de I&D em Estruturas e Construções—funded by national funds through the FCT/MCTES (PIDDAC); by the project POCI-01-0145-FEDER-031777—“UHPGRADE—Next generation of ultra-high perfor mance fibre-reinforced cement-based composites for rehabilitation and strengthening of the existing infrastructure” funded by FEDER funds through COMPETE2020—Programa Operacional Competitividade e Internacionalização (POCI) and by national funds (PIDDAC) through FCT/MCTES; and by FCT—Fundação para a Ciência e a Tecnologia through the PhD scholarship PD/BD/113636/2015, attributed within the Doctoral Program in Eco-Efficient Construction and Rehabilitation (EcoCoRe). Stefan Chaves Figueiredo would like to acknowledge the funding from Science without Borders from the National Council for Scientific and Technological Development of Brazil (201620/2014-6). Collaboration and materials supply by Sines Refinery/Galp Energia, Secil, Omya Comital, Sika, Bekaert and EUROMODAL is gratefully acknowledged.Springer NatureUniversidade do MinhoMatos, Ana MafaldaNunes, SandraFigueiredo, StefanSchlangen, ErikAguiar, J. L. Barroso de20212021-01-01T00:00:00Zbook partinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://hdl.handle.net/1822/87159eng978-3-030-76550-72211-084410.1007/978-3-030-76551-4_21978-3-030-76551-4https://link.springer.com/chapter/10.1007/978-3-030-76551-4_21info: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:RCAAP2024-05-11T05:42:32Zoai:repositorium.sdum.uminho.pt:1822/87159Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:27:28.024030Repositórios 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 |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
title |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
spellingShingle |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles Matos, Ana Mafalda Ultra-high-performance fibre reinforced cementitious composites Cracking Chloride exposure Durability Ultra-high-performance fibre reinforced cementitious composites (UHPFRC) |
title_short |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
title_full |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
title_fullStr |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
title_full_unstemmed |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
title_sort |
Chloride ion penetration into cracked UHPFRC during wetting-drying cycles |
author |
Matos, Ana Mafalda |
author_facet |
Matos, Ana Mafalda Nunes, Sandra Figueiredo, Stefan Schlangen, Erik Aguiar, J. L. Barroso de |
author_role |
author |
author2 |
Nunes, Sandra Figueiredo, Stefan Schlangen, Erik Aguiar, J. L. Barroso de |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Matos, Ana Mafalda Nunes, Sandra Figueiredo, Stefan Schlangen, Erik Aguiar, J. L. Barroso de |
dc.subject.por.fl_str_mv |
Ultra-high-performance fibre reinforced cementitious composites Cracking Chloride exposure Durability Ultra-high-performance fibre reinforced cementitious composites (UHPFRC) |
topic |
Ultra-high-performance fibre reinforced cementitious composites Cracking Chloride exposure Durability Ultra-high-performance fibre reinforced cementitious composites (UHPFRC) |
description |
The subject of this paper is the extent to which, during wetting–drying cycles, chloride ions can penetrate Ultra-high-Performance Fibre Reinforced Cementitious Composites (UHPFRC) specimens subjected to combined mechanical and environmental load. Pre-cracking was obtained by subjecting prismatic specimens (40 40 60mm3) to four-point bending until a predefined crack opening displacement (COD) is reached, using a dedicated test setup. Three target CODs were studied: 300, 350 and 400 μm. Exposure to a concentrated chloride solution (3.5% NaCl) was used as an environmental load. Specimens we subjected to wetting–drying cycles for one year. After this exposure period, the chloride penetration was characterised both qualitatively (by colourimetric analysis with silver nitrate) and quantitatively (by determining the chloride profile). The effect of damage level on chloride penetration and its impact on structures durability is discussed in the current paper. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021 2021-01-01T00:00:00Z |
dc.type.driver.fl_str_mv |
book part |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/87159 |
url |
https://hdl.handle.net/1822/87159 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
978-3-030-76550-7 2211-0844 10.1007/978-3-030-76551-4_21 978-3-030-76551-4 https://link.springer.com/chapter/10.1007/978-3-030-76551-4_21 |
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info:eu-repo/semantics/openAccess |
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openAccess |
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application/pdf |
dc.publisher.none.fl_str_mv |
Springer Nature |
publisher.none.fl_str_mv |
Springer Nature |
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