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ŠIMONOVÁ, H. ROZSYPALOVÁ, I. ROVNANÍKOVÁ, P. DANĚK, P. KERŠNER, Z.
Original Title
Thermal Analysis of Concrete from Panels Subjected to Fire Experiments
Type
conference paper
Language
English
Original Abstract
This paper presents the results of the differential thermal analysis of cement matrix samples taken from concrete panels with nominal dimensions of 2300 × 1300 × 150 mm after one-sided exposure to high temperatures. The panels were subjected to maximum nominal temperature loads of 550, 600, 800 and 1000 °C. Concrete was also taken from a reference panel (without temperature loading) and investigated. Five samples with a nominal thickness of 20 mm were taken for thermal analysis. They were cut from the central part of the panels using a diamond blade saw. The thermal analysis covered the effects of temperature load on the concrete to a depth of approximately 100 mm from the heated surface of the panel.
Keywords
Concrete, high temperature, differential thermal analysis.
Authors
ŠIMONOVÁ, H.; ROZSYPALOVÁ, I.; ROVNANÍKOVÁ, P.; DANĚK, P.; KERŠNER, Z.
Released
28. 2. 2018
Publisher
Trans Tech Publications
Location
Switzerland
ISBN
978-3-0357-1284-1
Book
Solid State Phenomena: 24th Concrete Days 2017
1012-0394
Periodical
Solid State Phenomena
Year of study
272
State
Swiss Confederation
Pages from
47
Pages to
52
Pages count
6
BibTex
@inproceedings{BUT146232, author="Hana {Šimonová} and Iva {Čairović} and Pavla {Rovnaníková} and Petr {Daněk} and Zbyněk {Keršner}", title="Thermal Analysis of Concrete from Panels Subjected to Fire Experiments", booktitle="Solid State Phenomena: 24th Concrete Days 2017", year="2018", journal="Solid State Phenomena", volume="272", pages="47--52", publisher="Trans Tech Publications", address="Switzerland", doi="10.4028/www.scientific.net/SPP.272.47", isbn="978-3-0357-1284-1", issn="1012-0394" }