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undergraduate thesis
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STABILITY PROBLEM-BUCKLING
Tomislav Lalić (2018)
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics
Metadata
TitleGUBITAK ELASTIČNE STABILNOSTI-IZVIJANJE
AuthorTomislav Lalić
Mentor(s)Mirjana Bošnjak-Klečina (thesis advisor)
Abstract
U ovom radu je analiziran gubitak elastične stabilnosti štapova opterećenih uzdužnom tlačnom silom pri kojoj dolazi do izvijanja. Analiza je provedena za Eulerovu kritičnu silu. U uvodu je opisan problem a u teoretskom dijelu je dana analiza problema gubitka elastične stabilnosti u elastičnom području. Riješeno je nekoliko primjera i provedena usporedba rezultata.
Parallel title (English)STABILITY PROBLEM-BUCKLING
Committee MembersSilva Lozančić (committee chairperson)
Mirjana Bošnjak-Klečina (committee member)
Davorin Penava (committee member)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Lower level organizational unitsDepartment for Technical Mechanics
PlaceOsijek
StateCroatia
Scientific field, discipline, subdisciplineTECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Study programme typeuniversity
Study levelundergraduate
Study programmeUndergraduate university programme in civil engineering; specializations in: General course
Study specializationGeneral course
Academic title abbreviationuniv. bacc. ing. aedif.
Genreundergraduate thesis
Language Croatian
Defense date2018-09-24
Parallel keywords (Croatian)Gubitak elastične stabilnosti – izvijanje uzdužna tlačna sila Eulerova kritična sila elastično područje
Resource typetext
Access conditionAccess restricted to students and staff of home institution
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:133:384022