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Meso Mechanical Study of Cracking Process in Concrete Subjected toTensile Loading
RISE - Research Institutes of Sweden, Säkerhet och transport, Safety. (Mechanics research)ORCID-id: 0000-0002-3481-1368
RISE - Research Institutes of Sweden, Samhällsbyggnad, CBI Betonginstitutet.
2018 (engelsk)Inngår i: Nordic Concrete Research, ISSN 0800-6377, Vol. 59, nr 2, s. 13-29Artikkel i tidsskrift (Annet vitenskapelig) Published
Abstract [en]

This project focused on how the cracking process in concrete is influenced by both the micro and meso structures of concrete. The aim was to increase knowledge pertaining to the effect of critical parameters on the cracking process and how this is related to the material's macroscopic properties. A methodology based on the combination of different experimental methods and measuring techniques at different scales was developed. Crack propagation during tensile loading of small-scale specimens in a tensile stage was monitored by means of Digital Image Correlation (DIC) and Acoustic Emission (AE). After testing, crack patterns were studied using fluorescence microscopy.

sted, utgiver, år, opplag, sider
Oslo, 2018. Vol. 59, nr 2, s. 13-29
Emneord [en]
Concrete, Cracking, Testing, Digital Image Correlation, Acoustic Emission
HSV kategori
Identifikatorer
URN: urn:nbn:se:ri:diva-37683DOI: 10.2478/ncr-2018-0012OAI: oai:DiVA.org:ri-37683DiVA, id: diva2:1283852
Forskningsfinansiär
ÅForsk (Ångpanneföreningen's Foundation for Research and Development)Tilgjengelig fra: 2019-01-30 Laget: 2019-01-30 Sist oppdatert: 2019-02-08bibliografisk kontrollert

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Forlagets fulltekstThe Nordic Concrete Federation

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Flansbjer, Mathias

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