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undergraduate thesis
Izvijanje stupova
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2020. urn:nbn:hr:237:662833
Sabo, Filip-Josip
University of Zagreb
Faculty of Civil Engineering
Engineering Mechanics

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

Cite this document

Sabo, F. J. (2020). Izvijanje stupova (Undergraduate thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:662833

Sabo, Filip Josip. "Izvijanje stupova." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:237:662833

Sabo, Filip Josip. "Izvijanje stupova." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:237:662833

Sabo, F. J. (2020). 'Izvijanje stupova', Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, accessed 11 July 2024, https://urn.nsk.hr/urn:nbn:hr:237:662833

Sabo FJ. Izvijanje stupova [Undergraduate thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2020 [cited 2024 July 11] Available at: https://urn.nsk.hr/urn:nbn:hr:237:662833

F. J. Sabo, "Izvijanje stupova", Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:237:662833

Metadata
TitleIzvijanje stupova
Title (english)Buckling of columns
AuthorFilip-Josip Sabo
MentorMarko Bartolac (mentor)
Committee memberMarko Bartolac (predsjednik povjerenstva)
Committee memberJoško Krolo (član povjerenstva)
Committee memberAna Skender (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Engineering Mechanics)
Zagreb
Defense date and country2020-07-14, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract
U ovom radu su izvedeni i objašnjeni izrazi za gubitak stabilnosti ravnih štapova za elastično i plastično područje. U elastičnom području su obrađena četiri osnovna Eulerova slučaja izvijanja, dok su u plastičnom području analizirani izrazi koje su definirali Engesser, Karaman i Jasinski, također je objašnjen Tetmayerov empirijski izraz za određivanje kritičnog naprezanja. Uz detaljan prikaz teoretskog dijela, u radu su riješena dva numerička primjera.
Abstract (english)
This thesis presents the topic of stability loss for axially loaded elements in elastic and plastic behavior. In the elastic area, four basic cases of Euler's buckling theory are elaborated. In the plastic area, expressions derived by Engesser, Karman and Jasinski are presented. Also, Tetmayer's approach for critical stress calculation is explained. Besides the elaborated theory, the thesis contains two solved problems.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:662833
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
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Created on2020-09-01 06:20:45