Thermal Analysis of Concrete from Panels Subjected to Fire Experiments


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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.



Solid State Phenomena (Volume 272)

Edited by:

Šárka Nenadálová, Petra Johová and Tereza Sajdlova




H. Šimonová et al., "Thermal Analysis of Concrete from Panels Subjected to Fire Experiments", Solid State Phenomena, Vol. 272, pp. 47-52, 2018

Online since:

February 2018




* - Corresponding Author

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