Thermal Analysis of Concrete from Panels Subjected to Fire Experiments
At a Glance
Section titled âAt a Glanceâ| Metadata | Details |
|---|---|
| Publication Date | 2018-02-28 |
| Journal | Diffusion and defect data, solid state data. Part B, Solid state phenomena/Solid state phenomena |
| Authors | Hana Ć imonovĂĄ, Iva RozsypalovĂĄ, Pavla RovnanıÌkovĂĄ, Petr DanÄk, ZbynÄk KerĆĄner |
| Institutions | Brno University of Technology |
| Citations | 5 |
Abstract
Section titled âAbstractâThis paper presents the results of the differential thermal analysis of cement matrix samples taken from concrete panels with nominal dimensions of 2300 Ă 1300 Ă 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.