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Svojstva armature ugrađene u mortove sa zamjenom pijeska nakon izlaganja visokim temperaturama ; Rebar properties in sand-substitute mortars after exposure to high temperatures
U ovom se radu istražuje utjecaj zagrijavanja, metoda hlađenja i debljine zaštitnog sloja na ponašanje (čvrstoću i duktilnost) rebraste armature promjera 12 mm ugrađene u mort u kojem je riječni pijesak zamijenjen granitnim prahom i proizvedenim pijeskom, pri čemu debljina zaštitnog sloja iznosi 30 i 50 mm. Na temperaturama iznad 500 °C, toplinsko naprezanje uzrokovalo je nasumično ljuskanje zaštitnog sloja, a vlačna ispitivanja upozorila su na smanjenje čvrstoće i povećanje duktilnosti armature pri hlađenju na zraku, dok je suprotna pojava uočena pri gašenju vodom. ; This study investigates the effects of fire, cooling methods, and cover thickness, on the behaviour (strength and ductility) of 12-mm diameter rebars embedded in mortars with river sand (RS) substitutes such as granite powder and manufactured sand, with 30 and 50 mm cover thickness. Beyond 500°C, thermal stress induced random spalling of mortar cover, and tension test results showed strength decrement and ductility increment of rebars for air cooling, while the vice versa was observed for water quenching.
Svojstva armature ugrađene u mortove sa zamjenom pijeska nakon izlaganja visokim temperaturama ; Rebar properties in sand-substitute mortars after exposure to high temperatures
U ovom se radu istražuje utjecaj zagrijavanja, metoda hlađenja i debljine zaštitnog sloja na ponašanje (čvrstoću i duktilnost) rebraste armature promjera 12 mm ugrađene u mort u kojem je riječni pijesak zamijenjen granitnim prahom i proizvedenim pijeskom, pri čemu debljina zaštitnog sloja iznosi 30 i 50 mm. Na temperaturama iznad 500 °C, toplinsko naprezanje uzrokovalo je nasumično ljuskanje zaštitnog sloja, a vlačna ispitivanja upozorila su na smanjenje čvrstoće i povećanje duktilnosti armature pri hlađenju na zraku, dok je suprotna pojava uočena pri gašenju vodom. ; This study investigates the effects of fire, cooling methods, and cover thickness, on the behaviour (strength and ductility) of 12-mm diameter rebars embedded in mortars with river sand (RS) substitutes such as granite powder and manufactured sand, with 30 and 50 mm cover thickness. Beyond 500°C, thermal stress induced random spalling of mortar cover, and tension test results showed strength decrement and ductility increment of rebars for air cooling, while the vice versa was observed for water quenching.
Svojstva armature ugrađene u mortove sa zamjenom pijeska nakon izlaganja visokim temperaturama ; Rebar properties in sand-substitute mortars after exposure to high temperatures
01.01.2021
Građevinar ; ISSN 0350-2465 (Print) ; ISSN 1333-9095 (Online) ; Volume 73 ; Issue 04.
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch , Kroatisch
DDC:
690
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