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master's thesis
Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. urn:nbn:hr:123:526874
Križić, Bože
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Materials

Institutional repository: FCEAG Repository

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Križić, B. (2018). Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:526874

Križić, Bože. "Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:526874

Križić, Bože. "Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:526874

Križić, B. (2018). 'Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 02 August 2024, https://urn.nsk.hr/urn:nbn:hr:123:526874

Križić B. Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2018 [cited 2024 August 02] Available at: https://urn.nsk.hr/urn:nbn:hr:123:526874

B. Križić, "Utjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:123:526874

Metadata
TitleUtjecaj naglog hlađenja na mehanička svojstva samozbijajućeg betona nakon izlaganja visokim temperaturama : diplomski rad
Title (english)Mechanical Properties of Sudden Cooling Self-Compacting Concrete After Exposure to High Temperatures : Master's Thesis
AuthorBože Križić
MentorSandra Juradin (mentor)
Committee memberSandra Juradin (predsjednik povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Materials)
Split
Defense date and country2018-09-20, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Construction Organization and Technology
Abstract
Samozbijajući beton je materijal visoke sposobnosti tečenja koji bez dodatnog vibriranja popunjava oplatu. Beton općenito je građevinski materijal otporan na požar, a promjene koje se događaju na betonskim uzorcima pri naglom hlađenju nakon izlaganja visokim temperaturama ovise o sastavu betona te o razini temperature. U radu je ispitan utjecaj naglog hlađenja uzoraka betona nakon izlaganja visokim temperaturama. Uzorci betona cilindričnog oblika ispitani su nakon sušenja na 100°C te nakon pečenja na 300°C, 500°C i 700°C. Nakon izlaganja visokim temperaturama te naglog hlađenja vodom na uzorcima je određena tlačna čvrstoća, brzina prolaska ultrazvuka, dinamički modul elastičnosti kao i promjena mase. Prikazana je usporedba vlastitih laboratorijskih ispitivanja samozbijajućeg betona sa rezultatima diplomskog rada.
Abstract (english)
Self-compacting concrete is a high-flowing material which, without further vibration, fills the coating. Beton is generally a fire-resistant building material, and changes occurring on concrete samples at high temperatures after exposure to high temperatures depend on the composition of concrete and on the temperature level. This paper investigated the effect of sudden cooling of concrete samples after exposure at high temperatures. Cylindrical form concrete samples were tested after drying at 100 ° C and after baking at 300 ° C, 500 ° C and 700 ° C. After exposure to high temperatures and sudden cooling of the water on the samples, compressive strenght was determined, ultrasonic passage velocity, dynamic modulus of elasticity as well as mass change. Comparison of own laboratory testing of self-compacting concrete with the results of final work is presented.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:526874
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: graduate
Academic / professional title: diplomirani/diplomirana inženjer/inženjerka građevinarstva (diplomirani/diplomirana inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Građevinski materijali 1
Created on2018-11-12 08:54:12