Marija Jelčić Rukavina (Avtor), Ivan Gabrijel (Avtor), Ivanka Netinger Grubeša (Avtor), Ana Mladenovič (Avtor)

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

samorazlivni beton;mineralni dodatki;visoke temperature;zaostale mehanske lastnosti;self-compacting concrete;mineral additives;high temperatures;residual mechanical properties;open access;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: ZAG - Zavod za gradbeništvo Slovenije
Založnik: Molecular Diversity Preservation International
UDK: 620.1/2
COBISS: 101518595 Povezava se bo odprla v novem oknu
ISSN: 1996-1944
Št. ogledov: 4
Št. prenosov: 1
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Slovenski jezik
Sekundarne ključne besede: samorazlivni beton;mineralni dodatki;visoke temperature;zaostale mehanske lastnosti;
Komentar vira: Nasl. z nasl. zaslona; Opis vira z dne 18. 3. 2022; Št. članka 2222;
Strani: str. 1-24
Letnik: ǂVol. ǂ15
Zvezek: ǂiss. ǂ6
Čas izdaje: 2022
DOI: 10.3390/ma15062222
ID: 18739485