Chloride Ion Penetration into Cracked UHPFRC During Wetting-drying Cycles

Book Chapter (2021)
Author(s)

Ana Mafalda Matos (Universidade do Porto)

Sandra Nunes (Universidade do Porto)

Stefan Chaves Figueiredo (TU Delft - Materials and Environment)

Erik Schlangen (TU Delft - Materials and Environment)

José L.Barroso Aguiar (University of Minho)

Research Group
Materials and Environment
DOI related publication
https://doi.org/10.1007/978-3-030-76551-4_21
More Info
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Publication Year
2021
Language
English
Research Group
Materials and Environment
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.@en
Volume number
33
Pages (from-to)
227-238
Publisher
Springer
ISBN (print)
978-3-030-76550-7
ISBN (electronic)
978-3-030-76551-4
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

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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