Detail publikačního výsledku

Analysis of temperature degraded concrete at high temperature by applying of non-linear characteristics

PAZDERA, L.; TOPOLÁŘ, L.; HODULÁKOVÁ, M.; DVOŘÁK, R.; MIKULÁŠEK, K.

Originální název

Analysis of temperature degraded concrete at high temperature by applying of non-linear characteristics

Anglický název

Analysis of temperature degraded concrete at high temperature by applying of non-linear characteristics

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

Concrete structures are commonly exposed to thermal loads as a result of the structure, ambient conditions, the heat of hydration, or exposure to fire. Therefore, there has been a growing interest in the research of advanced monitoring and analysis of concrete structures subjected to thermal load. Non-linear characteristics have been used to identify thermal damage evolution in concrete structures. The present paper investigates the effects of a high temperature on selected physical properties of concrete. Concrete properties were monitored and analyzed in several thermal steps up to 1200°C. Concrete specimens were heated in a programmable laboratory furnace at a heating rate of 5°C/min and loaded at six temperatures, 200°C, 400°C, 600°C, 800°C, 1000°C, and 1200°C, with each maintained for 60 minutes.

Anglický abstrakt

Concrete structures are commonly exposed to thermal loads as a result of the structure, ambient conditions, the heat of hydration, or exposure to fire. Therefore, there has been a growing interest in the research of advanced monitoring and analysis of concrete structures subjected to thermal load. Non-linear characteristics have been used to identify thermal damage evolution in concrete structures. The present paper investigates the effects of a high temperature on selected physical properties of concrete. Concrete properties were monitored and analyzed in several thermal steps up to 1200°C. Concrete specimens were heated in a programmable laboratory furnace at a heating rate of 5°C/min and loaded at six temperatures, 200°C, 400°C, 600°C, 800°C, 1000°C, and 1200°C, with each maintained for 60 minutes.

Klíčová slova

acoustic non-linear characteristic, degraded temperature, pulse-echo method

Klíčová slova v angličtině

acoustic non-linear characteristic, degraded temperature, pulse-echo method

Autoři

PAZDERA, L.; TOPOLÁŘ, L.; HODULÁKOVÁ, M.; DVOŘÁK, R.; MIKULÁŠEK, K.

Rok RIV

2019

Vydáno

12.07.2018

Nakladatel

IOP Publishing

Místo

Bristol

Kniha

International Conference Building Materials, Products and Technologies

ISSN

1757-8981

Periodikum

IOP Conference Series: Materials Science and Engineering

Svazek

379

Číslo

1

Stát

Spojené království Velké Británie a Severního Irska

Strany od

1

Strany do

6

Strany počet

6

URL

http://iopscience.iop.org/article/10.1088/1757-899X/379/1/012036

Plný text v Digitální knihovně

http://hdl.handle.net/11012/195037

BibTex

@inproceedings{BUT148851,
  author="Luboš {Pazdera} and Libor {Topolář} and Michaela {Hoduláková} and Richard {Dvořák} and Karel {Mikulášek}",
  title="Analysis of temperature degraded concrete at high temperature by applying of non-linear characteristics",
  booktitle="International Conference Building Materials, Products and Technologies",
  year="2018",
  journal="IOP Conference Series: Materials Science and Engineering",
  volume="379",
  number="1",
  pages="1--6",
  publisher="IOP Publishing",
  address="Bristol",
  doi="10.1088/1757-899X/379/1/012036",
  issn="1757-8981",
  url="http://iopscience.iop.org/article/10.1088/1757-899X/379/1/012036"
}

Dokumenty

Pazdera_2018_IOP_Conf._Ser.__Mater._Sci._Eng._379_012036