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KŘÍŽOVÁ, K. BUBENÍK, J. SEDLMAJER, M.
Originální název
Use of Lightweight Sintered Fly Ash Aggregates in Concrete at High Temperatures
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
This study addresses the issue of the resistance to high temperatures of lightweight concrete lightweighted with sintered fly ash aggregate. Lightweight concretes with different amounts of lightweighting and their properties after loading temperatures of 600, 800 and 1000 °C were investigated. In particular, the effect of high temperature on the mechanical properties of the concrete was determined on the test specimens, and the effect on the microstructure was investigated by X-ray diffraction analysis and scanning electron microscopy. It was found that there is an increase in compressive strength between 0 and 21% up to 800 °C, where the increase in strength decreases with increasing degree of lightening. At 1000 °C, the internal structure of the lightweight concrete destabilized, and the compressive strength decreased in the range of 51–65%. After loading at 1000 °C, the scanning electron microscope showed the formation of spherical-shaped neoplasms, which significantly reduced the internal integrity of the cement matrix in the lightweight concrete due to the increase in their volume. It was found that the lightweight concretes with higher lightweighting showed significantly less degradation due to higher temperature.
Klíčová slova
sintered fly ash; Agloporite; light weight concrete (LWC); compressive strength; high temperatures; fire resistance
Autoři
KŘÍŽOVÁ, K.; BUBENÍK, J.; SEDLMAJER, M.
Vydáno
29. 11. 2022
Nakladatel
MDPI
Místo
Basel, Switzerland
ISSN
2075-5309
Periodikum
Buildings
Ročník
12
Číslo
Stát
Švýcarská konfederace
Strany počet
17
URL
https://www.mdpi.com/2075-5309/12/12/2090
Plný text v Digitální knihovně
http://hdl.handle.net/11012/208569
BibTex
@article{BUT180218, author="Klára {Křížová} and Jan {Bubeník} and Martin {Sedlmajer}", title="Use of Lightweight Sintered Fly Ash Aggregates in Concrete at High Temperatures", journal="Buildings", year="2022", volume="12", number="12", pages="17", doi="10.3390/buildings12122090", issn="2075-5309", url="https://www.mdpi.com/2075-5309/12/12/2090" }