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Title:Residual compressive behavior of self-compacting concrete after high temperature exposure - influence of binder materials
Authors:ID Jelčić Rukavina, Marija (Author)
ID Gabrijel, Ivan (Author)
ID Netinger Grubeša, Ivanka (Author)
ID Mladenovič, Ana (Author)
Files:URL URL - Source URL, visit https://www.mdpi.com/1996-1944/15/6/2222
 
.pdf PDF - Presentation file, download (10,67 MB)
MD5: E9B05A5EB6A862ADDA808D1BF3B0FC50
 
Language:English
Typology:1.01 - Original Scientific Article
Organization:Logo ZAG - Slovenian National Building and Civil Engineering Institute
Abstract:This paper presents an experimental investigation of the compressive behavior of highstrength self-compacting concrete exposed to temperatures up to 600 C. Ten different concrete compositions were tested, in which part of the cement (by weight) was replaced by three different mineral additives (5–15% metakaolin, 20–40% fly ash and 5–15% limestone). The stress–strain curves, compressive strength, modulus of elasticity and strain at peak stress were evaluated from uniaxial compression tests. Scanning electron microscope micrographs were also taken to evaluate the damage caused by the high temperatures. A sharp decrease in mechanical properties and an increase in peak strain were observed already after 200 C for all mixes tested. The different mineral additives used in this study affected the variations of residual compressive strength by 24% and peak strain by 38%, while the variations of residual modulus elasticity were 14%. Comparing the obtained results with the recommendations for compressive strength given in regulatory code EN 1992-1-2 for high strength concrete, it can be concluded that the strength loss observed in EN 1992-1-2 at temperatures up to 400 C is too conservative. The Popovics model for the relationship between stress and strain provided a good approximation for the experimentally determined stress–strain curves at different temperatures.
Keywords:self-compacting concrete, mineral additives, high temperatures, residual mechanical properties, open access
Publication status:Published
Publication version:Version of Record
Publication date:17.03.2022
Publisher:Molecular Diversity Preservation International
Year of publishing:2022
Number of pages:str. 1-24
Numbering:Vol. 15, iss. 6
PID:20.500.12556/DiRROS-15824 New window
UDC:620.1/2
ISSN on article:1996-1944
DOI:10.3390/ma15062222 New window
COBISS.SI-ID:101518595 New window
Copyright:© 2022 by the authors. Licensee MDPI, Basel, Switzerland
Note:Nasl. z nasl. zaslona; Opis vira z dne 18. 3. 2022; Št. članka 2222;
Publication date in DiRROS:28.04.2023
Views:362
Downloads:176
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Record is a part of a journal

Title:Materials
Shortened title:Materials
Publisher:Molecular Diversity Preservation International
ISSN:1996-1944
COBISS.SI-ID:33588485 New window

Document is financed by a project

Funder:MZOS - Ministry of Science, Education and Sports of the Republic of Croatia
Project number:082-0822161-2159
Name:RAZVOJ NOVIH MATERIJALA I SUSTAVA ZAŠTITE BETONSKIH KONSTRUKCIJA

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:samorazlivni beton, mineralni dodatki, visoke temperature, zaostale mehanske lastnosti


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