Detail publikace

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

Jazyk

en

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.

Plný text v Digitální knihovně

Dokumenty

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",
  annote="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.",
  address="IOP Publishing",
  booktitle="International Conference Building Materials, Products and Technologies",
  chapter="148851",
  doi="10.1088/1757-899X/379/1/012036",
  howpublished="online",
  institution="IOP Publishing",
  number="1",
  year="2018",
  month="july",
  pages="1--6",
  publisher="IOP Publishing",
  type="conference paper"
}