Bjekić, Mihailo

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  • Bjekić, Mihailo (1)
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Prefabricated ferrocement sandwich elements in fire conditions

Kijanović, Aleksandar; Mirković-Marjanović, Milica; Bjekić, Mihailo; Gospavić, Radovan; Todorović, Goran

(2019)

TY  - CONF
AU  - Kijanović, Aleksandar
AU  - Mirković-Marjanović, Milica
AU  - Bjekić, Mihailo
AU  - Gospavić, Radovan
AU  - Todorović, Goran
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3057
AB  - Summary: In this paper the experimental results of two-dimensional non-stationary
temperature fields of prefabricated ferrocement sandwich panels in fire condition, were
presented. In order to determine resistance to fire, the temperature fields of two walls
dimensions of 3000 mm × 3000 mm and a thickness of 190 mm made from precast
ferrocement sandwich panels, were analyzed. The first panel has been insulated with
styro-concrete, and the second with styro-concrete and expanded polystyrene. The
panels were exposed to conditions of real fire corresponding to the standard fire curve
defined by the standard SRPS EN ISO 834-1. The tests have shown that, due to the
detonations that occur when the panels are exposed to fire, these panels have
unpredictable behavior.
C3  - 7th International Conference Contemporary Achievements in Civil Engineering
T1  - Prefabricated ferrocement sandwich elements in fire conditions
EP  - 444
SP  - 437
DO  - 10.14415/konferencijaGFS2019.038
ER  - 
@conference{
author = "Kijanović, Aleksandar and Mirković-Marjanović, Milica and Bjekić, Mihailo and Gospavić, Radovan and Todorović, Goran",
year = "2019",
abstract = "Summary: In this paper the experimental results of two-dimensional non-stationary
temperature fields of prefabricated ferrocement sandwich panels in fire condition, were
presented. In order to determine resistance to fire, the temperature fields of two walls
dimensions of 3000 mm × 3000 mm and a thickness of 190 mm made from precast
ferrocement sandwich panels, were analyzed. The first panel has been insulated with
styro-concrete, and the second with styro-concrete and expanded polystyrene. The
panels were exposed to conditions of real fire corresponding to the standard fire curve
defined by the standard SRPS EN ISO 834-1. The tests have shown that, due to the
detonations that occur when the panels are exposed to fire, these panels have
unpredictable behavior.",
journal = "7th International Conference Contemporary Achievements in Civil Engineering",
title = "Prefabricated ferrocement sandwich elements in fire conditions",
pages = "444-437",
doi = "10.14415/konferencijaGFS2019.038"
}
Kijanović, A., Mirković-Marjanović, M., Bjekić, M., Gospavić, R.,& Todorović, G.. (2019). Prefabricated ferrocement sandwich elements in fire conditions. in 7th International Conference Contemporary Achievements in Civil Engineering, 437-444.
https://doi.org/10.14415/konferencijaGFS2019.038
Kijanović A, Mirković-Marjanović M, Bjekić M, Gospavić R, Todorović G. Prefabricated ferrocement sandwich elements in fire conditions. in 7th International Conference Contemporary Achievements in Civil Engineering. 2019;:437-444.
doi:10.14415/konferencijaGFS2019.038 .
Kijanović, Aleksandar, Mirković-Marjanović, Milica, Bjekić, Mihailo, Gospavić, Radovan, Todorović, Goran, "Prefabricated ferrocement sandwich elements in fire conditions" in 7th International Conference Contemporary Achievements in Civil Engineering (2019):437-444,
https://doi.org/10.14415/konferencijaGFS2019.038 . .