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TOPOLÁŘ, L. KEPRDOVÁ, Š. PAZDERA, L.
Original 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
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Acoustic emission method; three-point bending test; concrete; high-temperature;
Authors
TOPOLÁŘ, L.; KEPRDOVÁ, Š.; PAZDERA, L.
Released
31. 12. 2018
Publisher
Elsevier
ISBN
2452-3216
Periodical
Procedia Structural Integrity
Year of study
13
State
Republic of Italy
Pages from
1177
Pages to
1182
Pages count
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" }