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undergraduate thesis
Izvijanje stupova
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2023. urn:nbn:hr:237:450940
Huskić, Alen
University of Zagreb
Faculty of Civil Engineering
Engineering Mechanics

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Huskić, A. (2023). Izvijanje stupova (Undergraduate thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:450940

Huskić, Alen. "Izvijanje stupova." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:237:450940

Huskić, Alen. "Izvijanje stupova." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:237:450940

Huskić, A. (2023). 'Izvijanje stupova', Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, accessed 16 July 2024, https://urn.nsk.hr/urn:nbn:hr:237:450940

Huskić A. Izvijanje stupova [Undergraduate thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2023 [cited 2024 July 16] Available at: https://urn.nsk.hr/urn:nbn:hr:237:450940

A. Huskić, "Izvijanje stupova", Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:237:450940

Metadata
TitleIzvijanje stupova
Title (english)Buckling of columns
AuthorAlen Huskić
MentorIvan Duvnjak (mentor)
Committee memberDiana Šimić Penava (predsjednik povjerenstva)
Committee memberIvan Duvnjak (član povjerenstva)
Committee memberMarina Frančić Smrkić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Engineering Mechanics)
Zagreb
Defense date and country2023-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract
Izvijanje stupa je pojava koja se obično povezuje s vitkim stupovima, koji se izvijaju u elastičnom području. U ovom završnom radu su izvedeni izrazi za kritična opterećenja štapova sa različitim načinima oslanjanja, prema Rankine-Gordonovoj teoriji. Ona u obzir uzima otpornost elementa na tlačno opterećenje i otpornost elementa na izvijanje. Iz tog razloga se ona može koristiti za proračun kratkih stupova kojima je glavni uvjet nosivost, ali i za proračun vitkih stupova koji moraju zadovoljiti i uvjete stabilnosti protiv izvijanja. Također, radu je priložen primjer proračuna tlačnog opterećenog elementa u metalnoj rešetkastoj konstrukciji prema važećim propisima iz Eurokoda, te usporedba s rezultatima proračuna prema Eulerovim formulama.
Abstract (english)
Column buckling is a phenomenon usually associated with slender columns, which buckle in the elastic region. In this final paper, are derived expressions for the critical loads of rods with different methods of support, according to the Rankine-Gordon theory. It considers the resistance of elements to compressive load and the resistance of elements to buckling. For this reason, it can be used for the calculation of short columns, for which the main requirement is load-bearing capacity, but also for the calculation of slender columns, which must also meet the conditions of stability against buckling. Also, an example of the calculation of a compressive loaded element in a metal truss according to the valid Eurocode regulations is attached to the paper, as well as a comparison with the results of calculations according to Euler's formulas.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:450940
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2023-10-09 12:03:27