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Meso Mechanical Study of Cracking Process in Concrete Subjected toTensile Loading
RISE - Research Institutes of Sweden, Safety and Transport, Safety. (Mechanics research)ORCID iD: 0000-0002-3481-1368
RISE - Research Institutes of Sweden, Built Environment, CBI Swedish Cement and Concrete Research Institute.
2018 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 59, no 2, p. 13-29Article in journal (Other academic) 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.

Place, publisher, year, edition, pages
Oslo, 2018. Vol. 59, no 2, p. 13-29
Keywords [en]
Concrete, Cracking, Testing, Digital Image Correlation, Acoustic Emission
National Category
Materials Engineering Infrastructure Engineering Building Technologies
Identifiers
URN: urn:nbn:se:ri:diva-37683DOI: 10.2478/ncr-2018-0012OAI: oai:DiVA.org:ri-37683DiVA, id: diva2:1283852
Funder
ÅForsk (Ångpanneföreningen's Foundation for Research and Development)Available from: 2019-01-30 Created: 2019-01-30 Last updated: 2019-02-08Bibliographically approved

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Publisher's full textThe Nordic Concrete Federation

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Flansbjer, Mathias

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