prikaz prve stranice dokumenta Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona
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master's thesis
Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona
2017. urn:nbn:hr:157:738585
Viduka, Matej
University of Rijeka
Faculty of Civil Engineering

Cite this document

Viduka, M. (2017). Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:738585

Viduka, Matej. "Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2017. https://urn.nsk.hr/urn:nbn:hr:157:738585

Viduka, Matej. "Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2017. https://urn.nsk.hr/urn:nbn:hr:157:738585

Viduka, M. (2017). 'Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 21 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:738585

Viduka M. Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2017 [cited 2024 April 21] Available at: https://urn.nsk.hr/urn:nbn:hr:157:738585

M. Viduka, "Utjecaj granulometrijskog sastava agregata na modul elastičnosti betona", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:157:738585

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Metadata
TitleUtjecaj granulometrijskog sastava agregata na modul elastičnosti betona
Title (english)The effect of aggregate grading on elasticity modulus of concrete
AuthorMatej Viduka
MentorGojko Balabanić (mentor)
Committee memberIvica Kožar (predsjednik povjerenstva)
Committee memberNeira Torić Malić (član povjerenstva)
Committee memberGojko Balabanić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2017-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Materials
Abstract
Beton je jedan od najzastupljenijih materijala današnjice sastavljen od cementa, agregata i vode. Provedena su ispitivanja na svježem i očvrslom betonu. Zamiješano je ukupno šest mješavina sastavljenih od dva granulometrijska sastava i tri vodocementna omjera. Jedan granulometrijski sastav je kontinuiran dok je drugi diskontinuiran odnosno nedostaje mu jedna frakcija. Vodocementni omjeri u mješavinama su: 0,50, 0,55 i 0,6. Udio cementa je jednak u svim mješavinama što znači da se mijenjao udio agregata i vode. Ispitivanja provedena na svježem betonu su ispitivanja konzinstencije, gustoće i sadržaja zraka. Ispitivanja na očvrslom betonu vrše se kako bi se ispitao modul elastičnosti. Za ispitivanje sekantnog modula elastičnosti potrebno je ispitati tlačnu čvrstoću uzoraka betona. Ispitivanje dinamičkog modula elastičnosti provedeno je metodama rezonantne frekvencije i ultrazvukom. Za ispitvanje dinamičkog modula elastičnosti ultrazvukom potrebno je odrediti dinamički Poissonov koeficijent metodom rezonantne frekvencije. Prema analizi ispitivanja diskontinuirani granulometrijski sastav daje veće rezultate modula elatičnosti pri manjem cementnom omjeru dok je za veće vodocementne omjere veći rezultat kontinuiranog granulometrijskog sastava.
Abstract (english)
Concrete is one of the most used materials of today made up of aggregates, cemet and water. Investigation on fresh and hardened concrete were conducted. In total six mixtures were mixed with two aggregate gradings and three watercement ratios. First one aggregate grading is continuous and second one is discontinuous aggregate grading. Watercement ratio in mixtures are 0,5, 0,55 i 0,6. The proportion of cement is the same in all mixtures, which means that the proportion of aggregates and water is changed. Tests conducted on fresh concrete are tests of consistency, density and air content. Tests on hardened concrete are used to examine the elastic modulus. For the testing of the secant modulus of elasticity, it is necessary to examine the compressive strength of the concrete samples. The dynamic modulus of elasticity testing was performed by resonant frequency method and ultrasonic pulse test. According to the assay analysis, the discontinuous aggregate grading gives higher results of the modulus of elasticity at a lower watercement ratio, while for higher watercement ratios is higher the result of the continuous aggregate grading.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:738585
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 on2017-10-06 07:06:43