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Naslov:Residual compressive behavior of self-compacting concrete after high temperature exposure - influence of binder materials
Avtorji:ID Jelčić Rukavina, Marija (Avtor)
ID Gabrijel, Ivan (Avtor)
ID Netinger Grubeša, Ivanka (Avtor)
ID Mladenovič, Ana (Avtor)
Datoteke:URL URL - Izvorni URL, za dostop obiščite https://www.mdpi.com/1996-1944/15/6/2222
 
.pdf PDF - Predstavitvena datoteka, prenos (10,67 MB)
MD5: E9B05A5EB6A862ADDA808D1BF3B0FC50
 
Jezik:Angleški jezik
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:Logo ZAG - Zavod za gradbeništvo Slovenije
Povzetek: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.
Ključne besede:self-compacting concrete, mineral additives, high temperatures, residual mechanical properties, open access
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Datum objave:17.03.2022
Založnik:Molecular Diversity Preservation International
Leto izida:2022
Št. strani:str. 1-24
Številčenje:Vol. 15, iss. 6
PID:20.500.12556/DiRROS-15824 Novo okno
UDK:620.1/2
ISSN pri članku:1996-1944
DOI:10.3390/ma15062222 Novo okno
COBISS.SI-ID:101518595 Novo okno
Avtorske pravice:© 2022 by the authors. Licensee MDPI, Basel, Switzerland
Opomba:Nasl. z nasl. zaslona; Opis vira z dne 18. 3. 2022; Št. članka 2222;
Datum objave v DiRROS:28.04.2023
Število ogledov:368
Število prenosov:177
Metapodatki:XML RDF-CHPDL DC-XML DC-RDF
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Gradivo je del revije

Naslov:Materials
Skrajšan naslov:Materials
Založnik:Molecular Diversity Preservation International
ISSN:1996-1944
COBISS.SI-ID:33588485 Novo okno

Gradivo je financirano iz projekta

Financer:MZOS - Ministry of Science, Education and Sports of the Republic of Croatia
Številka projekta:082-0822161-2159
Naslov:RAZVOJ NOVIH MATERIJALA I SUSTAVA ZAŠTITE BETONSKIH KONSTRUKCIJA

Licence

Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:samorazlivni beton, mineralni dodatki, visoke temperature, zaostale mehanske lastnosti


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