Přístupnostní navigace
E-přihláška
Vyhledávání Vyhledat Zavřít
Detail publikace
TOPOLÁŘ, L. KEPRDOVÁ, Š. PAZDERA, L.
Originální název
The influence of aggregate grain size on the parameters of acoustic emission signals obtained from a three-point bending test on concrete specimens degraded by high-temperatures
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
One of the advantages of concrete when compared to other building materials is its fire resistance. Fire resistance of concrete structures depends on the thermal, mechanical and deformation properties of the used concrete. Some concrete structures can be exposed to extreme temperature conditions (e.g. concrete structures in nuclear power plants or in tunnels during fires). This paper presents the measurement results of a three-point bending test on three different mixtures of concrete specimens that have been exposed to high temperatures. The concrete specimens were heated in a programmable laboratory oven at a heating rate of 5 °C/min and were exposed to the following temperatures: 400 °C, 600 °C, 800 °C, 1000 °C and 1200 °C. The heating was maintained for 60 minutes. The obtained results indicate that the comparison of the absolute measured values is not sufficient. For this reason, the comparison of the individual mixtures is carried out using the relative values, which more clearly demonstrate the degree of damage to the concrete samples caused by exposure to elevated temperatures.
Klíčová slova
Acoustic emission method; three-point bending test; concrete; high-temperature;
Autoři
TOPOLÁŘ, L.; KEPRDOVÁ, Š.; PAZDERA, L.
Vydáno
31. 12. 2018
Nakladatel
Elsevier
ISSN
2452-3216
Periodikum
Procedia Structural Integrity
Ročník
13
Stát
Italská republika
Strany od
1177
Strany do
1182
Strany počet
6
URL
https://www.sciencedirect.com/science/article/pii/S2452321618304827
BibTex
@inproceedings{BUT151939, author="Libor {Topolář} and Šárka {Keprdová} and Luboš {Pazdera}", title="The influence of aggregate grain size on the parameters of acoustic emission signals obtained from a three-point bending test on concrete specimens degraded by high-temperatures", booktitle="ECF22 - Loading and Environmental effects on Structural Integrity", year="2018", journal="Procedia Structural Integrity", volume="13", pages="1177--1182", publisher="Elsevier", doi="10.1016/j.prostr.2018.12.244", issn="2452-3216", url="https://www.sciencedirect.com/science/article/pii/S2452321618304827" }