Otpornost armiranobetonskog stupa izloženog djelovanju povišene temperature: 3D studija konačnim elementima

Vučko, Hrvoje

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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

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APA 6th Edition

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

MLA 8th Edition

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

Chicago 17th Edition

Harvard

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 01 January 2025, https://urn.nsk.hr/urn:nbn:hr:123:794567

Vancouver

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 2025 January 01] Available at: https://urn.nsk.hr/urn:nbn:hr:123:794567

IEEE

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

Cite this item: https://urn.nsk.hr/urn:nbn:hr:123:794567

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Metadata

Title	Otpornost 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
Author	Hrvoje Vučko
Mentor	Alen Harapin (mentor)
Committee member	Alen Harapin (predsjednik povjerenstva)
Committee member	Neno Torić (član povjerenstva)
Committee member	Jure Radnić (član povjerenstva)
Granter	University of Split Faculty of Civil Engineering, Architecture and Geodesy (Department of Concrete Structures and Bridges) Split
Defense date and country	2018-09-21, 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)
Language	croatian
URN:NBN	urn:nbn:hr:123:794567
Study programme	Title: Civil Engineering Study programme type: university Study level: graduate Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resource	Text
File origin	Born digital
Access conditions	Open access
Terms of use
Public note	Predmet: Betonske konstrukcije 2
Repository	FCEAG Repository
Created on	2018-11-14 11:28:50