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master's thesis
Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2019. urn:nbn:hr:123:379373
Jukić, Martina
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Concrete Structures and Bridges

Institutional repository: FCEAG Repository

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Jukić, M. (2019). Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : 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:123:379373

Jukić, Martina. "Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2019. https://urn.nsk.hr/urn:nbn:hr:123:379373

Jukić, Martina. "Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2019. https://urn.nsk.hr/urn:nbn:hr:123:379373

Jukić, M. (2019). 'Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 04 August 2024, https://urn.nsk.hr/urn:nbn:hr:123:379373

Jukić M. Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2019 [cited 2024 August 04] Available at: https://urn.nsk.hr/urn:nbn:hr:123:379373

M. Jukić, "Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:123:379373

Metadata
TitleOtpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima : diplomski rad
Title (english)Concrete Edge Failure of Headed Stud Anchor after Fire Exposure : 3D Finite Element Study : Master's Thesis
AuthorMartina Jukić
MentorAlen Harapin (mentor)
MentorJoško Ožbolt (komentor)
MBZ: 89560
Committee memberAlen Harapin (predsjednik povjerenstva)
Committee memberNeno Torić (član povjerenstva)
Committee memberIvica Boko (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Concrete Structures and Bridges)
Split
Defense date and country2019-09-06, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema diplomskog rada bila je istražiti utjecaj povišenog djelovanja temperature na nosivost i oštećenje betona betonskog elementa u kojem je prethodno ugrađeno sidro blizu ruba elementa. Promatrani su slučajevi bez prethodnog opterećenja silom okomito na rub elementa i sa prethodnim opterećenjem silom okomito na rub. Također su promatrani slučajevi opterećivanja do sloma neposredno nakon djelovanja visoke temperature te nakon potpunog hlađenja elementa. Napravljeno je više modela ovisno o efektivnoj duljini sidra, udaljenosti osi sidra od ruba betonskog elementa i promjeru sidra. Prikazani su proračuni i rezultati te parametarska studija pri kojoj su se mijenjale različite duljine vremena djelovanja požara.
Abstract (english)
The topic of the thesis was to investigate the impact of elevated temperature action on the loading capacity and damage of concrete on a concrete element with an anchor installed near the edge. Calculation was made for cases without pre-loading and for cases with pre-loading. The loading process of the concrete element up to failure was made for two cases. First one is loading immediately after high temperature action and the other one is loading after the complete cooling of the element. Models were made in dependance of effective lenght of anchors, distance between the anchor and the edge of the element and the diameter of the anchor. The calculations and results are shown for different duration of fire time.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:379373
Study programmeTitle: Civil 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 conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Betonske konstrukcije II
Created on2019-11-04 07:57:11