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master's thesis
Ispitivanje cementnog morta ultrazvukom
Rijeka: University of Rijeka, Faculty of Civil Engineering in Rijeka, 2016. urn:nbn:hr:157:956548
Radić, Igor
University of Rijeka
Faculty of Civil Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

Cite this document

Radić, I. (2016). Ispitivanje cementnog morta ultrazvukom (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:956548

Radić, Igor. "Ispitivanje cementnog morta ultrazvukom." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:956548

Radić, Igor. "Ispitivanje cementnog morta ultrazvukom." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:956548

Radić, I. (2016). 'Ispitivanje cementnog morta ultrazvukom', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 25 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:956548

Radić I. Ispitivanje cementnog morta ultrazvukom [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2016 [cited 2024 December 25] Available at: https://urn.nsk.hr/urn:nbn:hr:157:956548

I. Radić, "Ispitivanje cementnog morta ultrazvukom", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:157:956548

Metadata
TitleIspitivanje cementnog morta ultrazvukom
Title (english)Ultrasonic pulse velocity investigation of cement mortar
AuthorIgor Radić
MentorGojko Balabanić (mentor)
Committee memberIvica Kožar (predsjednik povjerenstva)
Committee memberSilvija Mrakovčić (član povjerenstva)
Committee memberGojko Balabanić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2016-09-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Materials
Abstract
Tematika koju ovaj rad problematizira vezivno je sredstvo - mort. U građevinarstvu sredstvo je to koje se najčešće koristi za povezivanje zidnih elemenata. Provedena su ultrazvučna ispitivanja kojima su mjerene brzine prolaska ultrazvučnog impulsa kroz uzorke u obliku prizme različitog vodocementnog omjera. Zamiješano je ukupno pet mješavina vodocementnih omjera: 0,45; 0,50; 0,55; 0,60; 0,65. Udio cementa u svim mješavinama jednak je, što znači da se mijenjao udio agregata i vode. Osim provedenog ultrazvučnog ispitivanja, ispitivalo se vlažnost, gustoću te vlačnu i tlačnu čvrstoću uzoraka cementnog morta. Ispitivanja su provedena na uzorcima prirodne vlažnosti starosti 3, 7 i 28 dana pri čemu su se, tokom svakog ispitivanju koristila 3 uzorka. Također, ispitivali su se vodom zasićeni jednako kao i suhi uzorci kako bi se prikazao utjecaj vlažnosti na brzinu ultrazvuka i utjecaj zasićenja na vlačnu i tlačnu čvrstoću. Obradom rezultata utvrđeno je da uzorci mješavine nižih vrijednosti vodocementnih omjera rezultiraju višim vrijednostima gustoće, čvrstoće, a time i većom brzinom ultrazvučnog impulsa. Veći vodocementni omjer pretpostavlja veći udio vode i manji udio agregata, što zatim dovodi do povećane poroznosti i smanjenja elastičnosti cementnog morta, a nadalje se odražava na čvrstoću i brzinu širenja ultrazvučnih valova. Najviše vrijednosti ispitivanja tlačne i vlačne čvrstoće te brzine ultrazvuka izmjerene su na uzorcima starosti 28 dana. Takav rezultat dobiven je iz razloga višeg stupnja hidratizacije kao i činjenice da su predmetna ispitivanja provedena na vodom zasićenim uzorcima.
Abstract (english)
Mortar is in civil engineering most often used as a binder for connecting wall elements. Ultrasonic pulse test has been conducted in investigation which measured the propagation velocity of ultrasonic pulse through the specimen in the form of prisms of different watercement ratio. In total five mixtures were mixed with watercement ratio 0.45; 0.50; 0.55; 0.60; 0,65. The content of cement in all mixtures was equal, which means that the content of water and aggregate change. Except of the ultrasonic pulse investigation, the investigation was also examining humidity, density, tensile and compressive strength of cement mortar specimens. Following tests were performed on specimens with natural humidity after 3, 7 and 28 days where each investigation was using 3 specimens. The saturated and dry specimens also were investigated to show the effect of humidity on the velocity of ultrasonic pulse and saturation effect on tensile and compressive strength. Analyzing the results it is concluded that the specimens of mixture with the lower watercement ratio showed higher values of density, strength, and with it the larger ultrasonic pulse velocity. The higher watercement ratio means higher water content and lower content of aggregate, which further leads to increased porosity and reduced elasticity of cement mortar which reflects on the strength and velocity of the ultrasonic waves. The highest values of compressive and tensile strength and ultrasonic velocity tests were tested on the specimens after 28 days by the fact of a higher
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:956548
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Hydraulic Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2016-12-16 11:43:17