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Prefabricated ferrocement sandwich elements in fire conditions
dc.creator | Kijanović, Aleksandar | |
dc.creator | Mirković-Marjanović, Milica | |
dc.creator | Bjekić, Mihailo | |
dc.creator | Gospavić, Radovan | |
dc.creator | Todorović, Goran | |
dc.date.accessioned | 2023-04-03T07:53:20Z | |
dc.date.available | 2023-04-03T07:53:20Z | |
dc.date.issued | 2019 | |
dc.identifier.isbn | 978-86-80297-78-1 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/3057 | |
dc.description.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. | sr |
dc.language.iso | en | sr |
dc.rights | openAccess | sr |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.source | 7th International Conference Contemporary Achievements in Civil Engineering | sr |
dc.subject | prefabricated ferrocement sandwich element | sr |
dc.subject | heat transport | sr |
dc.subject | fire test | sr |
dc.title | Prefabricated ferrocement sandwich elements in fire conditions | sr |
dc.type | conferenceObject | sr |
dc.rights.license | BY-NC-ND | sr |
dc.citation.epage | 444 | |
dc.citation.spage | 437 | |
dc.identifier.doi | 10.14415/konferencijaGFS2019.038 | |
dc.identifier.fulltext | http://grafar.grf.bg.ac.rs/bitstream/id/11575/Kijanovic_at_all.pdf | |
dc.type.version | publishedVersion | sr |