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Scientific paper - Original scientific paper
Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials
Materials, 15 (2022), 6; 2222. https://doi.org/10.3390/ma15062222
Jelčić Rukavina, Marija; Gabrijel, Ivan; Netinger Grubeša, Ivanka; Mladenovič, Ana

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Jelčić Rukavina, M., Gabrijel, I., Netinger Grubeša, I. & Mladenovič, A. (2022). Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials. Materials, 15. (6). doi: 10.3390/ma15062222

Jelčić Rukavina, Marija, et al. "Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials." Materials, vol. 15, no. 6, 2022. https://doi.org/10.3390/ma15062222

Jelčić Rukavina, Marija, Ivan Gabrijel, Ivanka Netinger Grubeša and Ana Mladenovič. "Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials." Materials 15, no. 6 (2022). https://doi.org/10.3390/ma15062222

Jelčić Rukavina, M., et al. (2022) 'Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials', Materials, 15(6). doi: 10.3390/ma15062222

Jelčić Rukavina M, Gabrijel I, Netinger Grubeša I, Mladenovič A. Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials. Materials [Internet]. 2022 [cited 2024 December 27];15(6). doi: 10.3390/ma15062222

M. Jelčić Rukavina, I. Gabrijel, I. Netinger Grubeša and A. Mladenovič, "Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials", Materials, vol. 15, no. 6, 2022. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:450287. [Accessed: 27 December 2024]

Metadata
Title (english)Residual Compressive Behavior of Self-Compacting Concrete after High Temperature Exposure—Influence of Binder Materials
AuthorMarija Jelčić Rukavina
AuthorIvan Gabrijel
AuthorIvanka Netinger Grubeša
AuthorAna Mladenovič
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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 (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleMaterials
Numberingvol. 15, no. 6, 2222
e-ISSN1996-1944
DOIhttps://doi.org/10.3390/ma15062222
URN:NBNurn:nbn:hr:133:450287
Publication2022
Document URLhttps://www.mdpi.com/1996-1944/15/6/2222
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2024-12-13 09:24:41