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undergraduate thesis
Izvijanje stupova
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2021. urn:nbn:hr:237:665658
Blašković, Viktor
University of Zagreb
Faculty of Civil Engineering
Engineering Mechanics

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

Cite this document

Blašković, V. (2021). Izvijanje stupova (Undergraduate thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:665658

Blašković, Viktor. "Izvijanje stupova." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:237:665658

Blašković, Viktor. "Izvijanje stupova." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:237:665658

Blašković, V. (2021). 'Izvijanje stupova', Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, accessed 23 November 2024, https://urn.nsk.hr/urn:nbn:hr:237:665658

Blašković V. Izvijanje stupova [Undergraduate thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2021 [cited 2024 November 23] Available at: https://urn.nsk.hr/urn:nbn:hr:237:665658

V. Blašković, "Izvijanje stupova", Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:237:665658

Metadata
TitleIzvijanje stupova
Title (english)Buckling of Columns
AuthorViktor Blašković
MentorMarko Bartolac (mentor)
Committee memberMarko Bartolac (predsjednik povjerenstva)
Committee memberIvan Duvnjak (član povjerenstva)
Committee memberAna Skender (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Engineering Mechanics)
Zagreb
Defense date and country2021-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract
U ovom radu opisali smo gubitak stabilnosti ravnoga štapa kao posljedica djelovanja tlačnog naprezanja. Otkazivanje izvijanjem u elastičnom području dolazi tek nakon dostizanja Eulerove kritične sile koju smo prvo odredili za slobodno oslonjen štap, a potom i za različite načine upetosti štapa. U plastičnom području analizirali smo izraze koje je definirao Engesser, a zatim su i objašnjeni empirijski izrazi naprezanja koje su definirali Tetmayer i Jasinski. Uz teorijski dio izradili smo i model na kojem smo prikazali izvijanje na četiri vrste upetosti štapa i još je u radu dan jedan numerički primjer.
Abstract (english)
In this paper, we have described the loss of stability of a flat rod as a result of the action of compressive stress. The failure by bending in the elastic area comes only after reaching Euler's critical force, which we have first determined for a freely supported rod, and then for different ways of tensioning the rod. In the plastic area, we analyzed the expressions defined by Engesser, and then the empirical expressions of stress defined by Tetmayer and Jasinski were explained. In addition to the theoretical part, we also made a model on which we showed the buckling on four types of clamped rod, and a numerical example is given in the paper.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:665658
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 on2022-10-18 08:04:09