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master's thesis
Ocjena sukladnosti tlačne čvrstoće betona
2017. urn:nbn:hr:133:869643
Srdanović, Marko
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Organization, Technology and Management
Chair of Construction Management and Technology

Cite this document

Srdanović, M. (2017). Ocjena sukladnosti tlačne čvrstoće betona (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:869643

Srdanović, Marko. "Ocjena sukladnosti tlačne čvrstoće betona." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:869643

Srdanović, Marko. "Ocjena sukladnosti tlačne čvrstoće betona." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:869643

Srdanović, M. (2017). 'Ocjena sukladnosti tlačne čvrstoće betona', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 07 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:869643

Srdanović M. Ocjena sukladnosti tlačne čvrstoće betona [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2017 [cited 2024 November 07] Available at: https://urn.nsk.hr/urn:nbn:hr:133:869643

M. Srdanović, "Ocjena sukladnosti tlačne čvrstoće betona", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:133:869643

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Metadata
TitleOcjena sukladnosti tlačne čvrstoće betona
AuthorMarko Srdanović
MentorZlata Dolaček-Alduk (mentor)
Committee memberMarijana Hadzima-Nyarko (predsjednik povjerenstva)
Committee memberZlata Dolaček-Alduk (član povjerenstva)
Committee memberIvana Miličević (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Organization, Technology and Management)
(Chair of Construction Management and Technology)
Osijek
Defense date and country2017-06-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Construction Organization and Technology
Abstract
Uporaba betona na globalnoj razini godišnje u prosjeku iznosi 1,5-3 tone po stanovniku, te se nameće kao glavni konstruktivni element današnjice. Osnovni zahtjev betona podrazumijeva ocjenu sukladnosti tlačne čvrstoće betona. Ocjena sukladnosti tlačne čvrstoće provodi se na valjku/kocki točno određenih dimenzija, nakon 28 dana starosti. Uzorak se tlači na preši do pucanja te se na temelju dobivenih rezultata ocjenjuje sukladnost betona na testu. Osnova za ovakve postupke proizlazi iz potrebe za osiguranjem kvalitete i održavanjem razine iste. Utvrđivanje identičnosti tlačne čvrstoće betona provodi se odgovarajućom primjenom norme HRN EN 206-1 Beton-Specifikacija, svojstva, proizvodnja i sukladnost. Kako pri proizvodnji ne bi morali pregledavati svaki proizvod, uvedeni su sustavi provjere koji se temelje na kvantifikaciji rizika. Rizike kvantificiramo za potrošača i proizvođača. Rizike prikazujemo pomoću operativnih krivulja. U ovome radu opisan je postupak ocjenjivanja sukladnosti tlačne čvrstoće betona.
Abstract (english)
Use of concrete on a global scale is around 1.5-3 tons per capita, and it is imposing as the main structural element at the present. The basic requirement for concrete implies a conformity assessment of concrete compressive strength. Conformity assessment of concrete is necessary due to quality level management and maintaining the same level. Concrete cylinder/cube of specific dimensions after 28 days are pressure tested Given that the quality of the concrete is affected by many factors it is necessary to implement the control according to adopted norms and standards. Determination of concrete compressive strenght is carried out according to standard HRN EN 206-1 Concrete-Specification, performance, production and conformity. As manufacturing would not have to look at each product, risk-quantifying systems were introduced. We quantify the risks for consumers and manufacturers. We show the risks by operating characheristic curves. In this paper, we will present and describe the conformity assessment of concrete compressive strength.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:869643
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Construction management and technology
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 on2017-07-05 10:03:39