Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5027181 | Procedia Engineering | 2017 | 6 Pages |
Abstract
Concrete structures are also commonly exposed to thermal loads as the result of the structure, ambient conditions, the heat of hydration, or exposure to fire. Therefore, there has been a growing interest in research on the advanced monitoring and analysis of concrete structures subjected to thermal load. The non-linear characteristics have been used to identify thermal damage evolution in concrete structures. This paper presents the effects of a high temperature on selected physical properties of concrete. Concrete properties were monitored and analyzed 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, i.e., 200 °C, 400 °C, 600 °C, 800 °C, 1000 °C and 1200 °C maintained for 60 minutes.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Lubos Pazdera, Libor Topolar, Karel Mikulasek, Jaroslav Smutny, Herbert Seelmann,