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Alkali Resistance of Textile Reinforcement for Concrete Façade Panels
RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.ORCID iD: 0000-0001-9867-7631
RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Hållfasthet (BMh).ORCID iD: 0000-0002-3481-1368
2014 (English)In: XXII NORDIC CONCRETE RESEARCH SYMPOSIUM, 2014, , p. 61-64, Publication no. 50Conference paper, Published paper (Other academic)
Abstract [en]

Textile reinforced concrete has been proven to be a suitable solution for the production of thin and lightweight façade panels. Despite it being researched over the past decade, its long-term durability is not sufficiently characterized. This article presents experimental results from accelerated aging and direct tensile testing of various textile reinforcement alternatives according to ISO 10406-1. Based on the results, a large degeneration of the glass and basalt fibre bars was observed after 30 days of immersion. As for carbon fibre grids, no significant difference in ultimate tensile force was noted before and after immersion.

Place, publisher, year, edition, pages
2014. , p. 61-64, Publication no. 50
National Category
Natural Sciences
Identifiers
URN: urn:nbn:se:ri:diva-12383Local ID: 16730OAI: oai:DiVA.org:ri-12383DiVA, id: diva2:970206
Conference
Nordic concrete research : NCR / ed. by Nordic Concrete Federation, Proceeding XXII Nordic Concrete Research Symposia, Reykjavik, Iceland,2/2014, . Reykjavik. 2014-08-13--152014.
Available from: 2016-09-13 Created: 2016-09-13 Last updated: 2023-05-26Bibliographically approved

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Malaga, KatarinaWilliams Portal, NatalieFlansbjer, Mathias

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CiteExportLink to record
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