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ORIGINAL RESEARCH article

Front. Mater.
Sec. Structural Materials
Volume 11 - 2024 | doi: 10.3389/fmats.2024.1443216

Assessment of the self-healing capacity of PVA fiber-reinforced composites by chloride permeability and stiffness recovery

Provisionally accepted
  • 1 Technical University of Braunschweig, Braunschweig, Germany
  • 2 Federal University of Uberlandia, Uberlândia, Minas Gerais, Brazil

The final, formatted version of the article will be published soon.

    This paper investigates the intrinsic ability of PVA fiber-reinforced cementitious composites to re-establish the durability properties of the uncracked state. Comparative chloride penetration tests are used as a direct measure to quantify the effect of self-healing on the chloride penetration resistance after cracking. Two different composites with cement to fly ash ratios of 1:1.5 and 1:2.0 were studied under the influence of healing periods of up to 28 days. After inducing cracks between 100-120 µm, samples were exposed to chlorides for 72 h and the resulting chloride penetration depth was compared to the unhealed state. Based on this procedure, a durability recovery index was proposed to quantify the material’s ability to re-establish its function as a protective layer after cracking. Results show that after 14 days of self-healing, chloride penetration through cracks was reduced between 81-99 %. An extended healing period of 28 days leads to further reduction of the penetration depth to 84-100 %, indicating that most of the reaction takes place within the first 14 days of healing. While the stiffness recovery analysis showed that increasing cement content by 20 % correlated with the formation of stronger healing products, no significant difference was found regarding crack closure.

    Keywords: durability, self-healing, Crack sealing, chloride penetration, PVA fibers, Stiffness recovery

    Received: 03 Jun 2024; Accepted: 21 Oct 2024.

    Copyright: © 2024 Buegger, Carvalho, Jänicke and Tofeti Lima. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

    * Correspondence: Urs Buegger, Technical University of Braunschweig, Braunschweig, Germany

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