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Methodology for Mesomechanical Study of Concrete Material
RISE - Research Institutes of Sweden, Safety and Transport, Safety.ORCID iD: 0000-0002-3481-1368
RISE - Research Institutes of Sweden, Built Environment, CBI Swedish Cement and Concrete Research Institute.
2017 (English)Conference paper, Published paper (Refereed)
Abstract [en]

This project focuses on detailed studies of how the cracking process in concrete is influenced by the concrete micro- and mesostructure. The aim is to increase knowledge of how critical parameters affect 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 scale levels has been 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 the test, crack patterns were studied using fluorescence microscopy.

Place, publisher, year, edition, pages
2017.
Keywords [en]
Concrete, Cracking, Testing, Digital Image Correlation, Acoustic Emission, Microscopic Analysis
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:ri:diva-35558OAI: oai:DiVA.org:ri-35558DiVA, id: diva2:1260843
Conference
XXIII Nordic Concrete Research Symposium, Aalborg, Denmark
Funder
ÅForsk (Ångpanneföreningen's Foundation for Research and Development)Available from: 2018-11-05 Created: 2018-11-05 Last updated: 2018-11-05Bibliographically approved

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Flansbjer, Mathias

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