Detail publikačního výsledku

Flexure response of thermal loaded concrete specimens by acoustic emission method

PAZDERA, L.; TOPOLÁŘ, L.; MIKULÁŠEK, K.; SMUTNÝ, J.; HODULÁKOVÁ, M.; CHOBOLA, Z.; SEELMANN, H.

Originální název

Flexure response of thermal loaded concrete specimens by acoustic emission method

Anglický název

Flexure response of thermal loaded concrete specimens by acoustic emission method

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The response to fire of concrete structural members depends on the thermal, mechanical, and deformation properties of concrete. These properties vary significantly with temperature depending on the composition and characteristics of the concrete batch mix as well as heating rate and other environmental conditions. The paper presents the effects of a high temperature on selected physical properties of concrete. The main aim of the article is the evaluation of monitoring concrete properties loaded in a few thermal steps up to 1200 °C. Therefore, the concrete specimens were heated in a programmable laboratory furnace at a heating rate of 5 °C/min. The specimens were loaded at six temperatures, 200 °C, 400 °C, 600 °C, 800 °C, 1000 °C, and 1200 °C maintained for 60 minutes. The acoustic emission activity and some material characteristics were evaluated in a three-point bending test.

Anglický abstrakt

The response to fire of concrete structural members depends on the thermal, mechanical, and deformation properties of concrete. These properties vary significantly with temperature depending on the composition and characteristics of the concrete batch mix as well as heating rate and other environmental conditions. The paper presents the effects of a high temperature on selected physical properties of concrete. The main aim of the article is the evaluation of monitoring concrete properties loaded in a few thermal steps up to 1200 °C. Therefore, the concrete specimens were heated in a programmable laboratory furnace at a heating rate of 5 °C/min. The specimens were loaded at six temperatures, 200 °C, 400 °C, 600 °C, 800 °C, 1000 °C, and 1200 °C maintained for 60 minutes. The acoustic emission activity and some material characteristics were evaluated in a three-point bending test.

Klíčová slova

flexural response, concrete, thermal loading, acoustic emission

Klíčová slova v angličtině

flexural response, concrete, thermal loading, acoustic emission

Autoři

PAZDERA, L.; TOPOLÁŘ, L.; MIKULÁŠEK, K.; SMUTNÝ, J.; HODULÁKOVÁ, M.; CHOBOLA, Z.; SEELMANN, H.

Rok RIV

2018

Vydáno

24.05.2017

Nakladatel

EDP Sciences – Web of Conferences

Místo

France

Kniha

MATEC Web of Conferences: Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017

ISSN

2261-236X

Periodikum

MATEC web of conferences

Svazek

107

Stát

Francouzská republika

Strany od

1

Strany do

7

Strany počet

7

URL

https://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00040/matecconf_dyn2017_00040.html

Plný text v Digitální knihovně

http://hdl.handle.net/11012/70115

BibTex

@inproceedings{BUT136232,
  author="Luboš {Pazdera} and Libor {Topolář} and Karel {Mikulášek} and Jaroslav {Smutný} and Michaela {Hoduláková} and Zdeněk {Chobola} and Herbert {Seelmann}",
  title="Flexure response of thermal loaded concrete specimens by acoustic emission method",
  booktitle="MATEC Web of Conferences: Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017",
  year="2017",
  journal="MATEC web of conferences",
  volume="107",
  pages="1--7",
  publisher="EDP Sciences – Web of Conferences",
  address="France",
  doi="10.1051/matecconf/201710700040",
  issn="2274-7214",
  url="https://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00040/matecconf_dyn2017_00040.html"
}

Dokumenty

matecconf_dyn2017_00040