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undergraduate thesis
Gubitak elastične stabilnosti - izvijanje
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. urn:nbn:hr:133:950893
Marfat, Mateo
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics
Chair of Technical Mechanics

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Cite this document

Marfat, M. (2024). Gubitak elastične stabilnosti - izvijanje (Undergraduate thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:950893

Marfat, Mateo. "Gubitak elastične stabilnosti - izvijanje." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:950893

Marfat, Mateo. "Gubitak elastične stabilnosti - izvijanje." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:950893

Marfat, M. (2024). 'Gubitak elastične stabilnosti - izvijanje', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 14 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:950893

Marfat M. Gubitak elastične stabilnosti - izvijanje [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 November 14] Available at: https://urn.nsk.hr/urn:nbn:hr:133:950893

M. Marfat, "Gubitak elastične stabilnosti - izvijanje", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:950893

Metadata
TitleGubitak elastične stabilnosti - izvijanje
Title (english)Stability problem - buckling
AuthorMateo Marfat
MentorMirjana Bošnjak-Klečina (mentor)
Committee memberSilva Lozančić (predsjednik povjerenstva)
Committee memberMirjana Bošnjak-Klečina (član povjerenstva)
Committee memberDavorin Penava (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Technical Mechanics)
(Chair of Technical Mechanics)
Osijek
Defense date and country2024-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Abstract
U radu je analiziran problem stabilnosti osno opterećenih štapova pri djelovanju uzdužne tlačne sile. Rad se sastoji od teorijskog i praktičnog dijela. U teorijskom dijelu analiziran je problem stabilnosti štapova opterećenih uzdužnom tlačnom silom. Izvedeni su izrazi za izračun Eulerove kritične sile za osnovne slučajeve izvijanja. Praktični dio rada sastoji se od proračuna Eulerove kritične sile i vitkosti za jedanaest zadanih štapova različitog poprečnog presjeka. Kako bi dobiveni iznosi bili usporedivi zadani štapovi su iste duljine i površine poprečnog presjeka, ali različitog oblika. Svi štapovi promatrani u proračunu zglobno su pridržani na oba kraja. Usporedba dobivenih vrijednosti prikazana je na kraju praktičnog dijela u obliku tablice sa vidljivim rezultatima proračuna za svaki od jedanaest štapova zadanih poprečnih presjeka.
Abstract (english)
The thesis analyzes the stability problem of axially loaded bars under the influence of longitudinal compressive force. It consists of a theoretical and a practical part. In the theoretical part, the stability problem of bars loaded with a longitudinal compressive force is analyzed. Expressions for calculating Euler's critical force for basic buckling cases are derived. The practical part of the paper consists of calculating Euler's critical force and slenderness for eleven given bars with different cross-sections. To make the obtained values comparable, the bars have the same length and cross-sectional area but different shapes. All bars considered in the calculations are pinned at both ends. A comparison of the obtained values is presented at the end of the practical part in the form of a table, showing the calculation results for each of the eleven bars with specified cross-sections.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:950893
Study programmeTitle: University Undergraduate Studies of 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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-10-28 10:36:08