prikaz prve stranice dokumenta Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta
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master's thesis
Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta
2019. urn:nbn:hr:133:991204
Nikolić, Matea
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Nikolić, M. (2019). Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta (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:133:991204

Nikolić, Matea. "Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:991204

Nikolić, Matea. "Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:991204

Nikolić, M. (2019). 'Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 02 February 2025, https://urn.nsk.hr/urn:nbn:hr:133:991204

Nikolić M. Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2025 February 02] Available at: https://urn.nsk.hr/urn:nbn:hr:133:991204

M. Nikolić, "Eksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:133:991204

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Metadata
TitleEksperimentalno ispitivanje čvrstoće na savijanje cjelovitog drveta
Title (english)Experimental testing bending strenght of whoole wood
AuthorMatea Nikolić
MentorJurko Zovkić (mentor)
Committee memberSilva Lozančić (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberAleksandar Jurić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2019-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Gredni drveni element najčešće je izložen savijanju. Drvo kao nezaobilazan materijal prošlosti, sadašnjosti i daleke budućnosti vrijedno je stalno istraživati. Zbog velike primjene kao konstruktivnog elementa drvo je svakako vrijedno tog istraživanja kako bi se građevinska praksa neprestano iznova poboljšavala i unaprjeđivala. S obzirom da nas ispitivanja mogu dovesti do stvarnih spoznaja, provedena su eksperimentalna ispitivanja za određivanje čvrstoće na savijanje prema normi HRN EN 408:2012, a modul elastičnosti je dobiven preko dane formule istoimene norme. Pri ispitivanju su se mjerile vrijednosti progiba u sredini nosača pri konstantom koncentriranom opterećenju do sloma. Razred čvrstoće drveta određen je normom HRN EN 338:2016. U radu su prikazane čvrstoće drveta te njegove najvažnije karakteristike i ponašanje pri utjecaju na savijanje. Izvršena je usporedba teoretske analize s eksperimentalnim ispitivanjem.
Abstract (english)
The beam element is most often exposed to bending. Wood as an indispensable material of the past, present and distant future is worth of constantly exploring. Because of its great use as a constructive element, wood is certainly worth exploring in order to improve and improve construction practices over and over again. Since the tests can lead us to real insights, experimental tests were performed to determine the bending strength according to the standard HRN EN 408: 2012, and the modulus of elasticity was obtained with the given formula of the eponymous standard. During the test, the deflection values in the center of the support were measured at a constant concentrated load until fracture. The class of wood is determined by the standard HRN EN 338: 2016. This paper work presents the strength of wood and its most important characteristics and behavior when bending. In work was also performed a comparison of theoretical analysis with experimental testing.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:991204
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
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 on2019-10-10 07:42:07