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master's thesis
Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. urn:nbn:hr:123:794567
Vučko, Hrvoje
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Concrete Structures and Bridges

Institutional repository: FCEAG Repository

Cite this document

Vučko, H. (2018). Otpornost armiranobetonskog stupa 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:123:794567

Vučko, Hrvoje. "Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:794567

Vučko, Hrvoje. "Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:794567

Vučko, H. (2018). 'Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 02 August 2024, https://urn.nsk.hr/urn:nbn:hr:123:794567

Vučko H. Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2018 [cited 2024 August 02] Available at: https://urn.nsk.hr/urn:nbn:hr:123:794567

H. Vučko, "Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:123:794567

Metadata
TitleOtpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima : diplomski rad
Title (english)Resistance of RC Columns Exposed to Elevated Temperature : 3D FE Study : Master's Thesis
AuthorHrvoje Vučko
MentorAlen Harapin (mentor)
Committee memberAlen Harapin (predsjednik povjerenstva)
Committee memberNeno Torić (član povjerenstva)
Committee memberJure Radnić (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Concrete Structures and Bridges)
Split
Defense date and country2018-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema diplomskog rada je bila istražiti utjecaj povišenog djelovanja temperature na nosivost i oštećenje betona armiranobetonskog stupa koji je prije izlaganja djelovanju visokih temperatura prethodno bio izložen djelovanju opterećenja silom. Nakon djelovanja visokih temperatura armiranobetonski stup je hlađen prema propisima hlađenja, a postupak opterećivanja stupa do sloma je izvršen nakon što se stup u potpunosti ohladio duž cijele svoje duljine i duž cijelog svog poprečnog presjeka. Napravljen je jedan model armiranobetonskog stupa te su prikazani proračuni i rezultati za dva validacijska slučaja stup A i stup B, te parametarska studija za stup A pri kojoj smo mijenjali različite iznose opterećenja, te različite duljine vremena djelovanja požara. Jedina razlika između stupova A i B je ta što je stup A napravljen od mreže kockastih konačnih elemenata HexMesh, a stup B od mreže tetraedarskih konačnih elemenata TetMesh.
Abstract (english)
The topic of the thesis was to investigate the effect of elevated temperature action on the loading capacity and damage of concrete on a reinforced concrete column which had previously been exposed to force loads before exposure to high temperatures. After the impact of high temperatures the reinforced concrete column was cooled according to the cooling regulations, and the loading process of the column up to failure was made after the column had completely cooled down its entire lenght and cross section. One model of the reinforced concrete column was made and the calculations and results for the two validation cases column A and column B, as well as the parametric study for the column A, with varying loads and varying lenghts of fire time. The only difference between the columns A and B is that the column A is made of a mesh of cube end elements HexMesh solids, and the column B of a mesh of tetrahedral end elements TetMesh solids.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:794567
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 2
Created on2018-11-14 11:28:50