Download
PDF 1.06 MB
undergraduate thesis
30   14
STABILITY PROBLEM - BUCKLING
Marin Pavin (2017)
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering
Department for Technical Mechanics
Chair of Theory of Structure
Metadata
TitleGUBITAK ELASTIČNE STABILNOSTI - IZVIJANJE
AuthorMarin Pavin
Mentor(s)Mirjana Bošnjak-Klečina (thesis advisor)
Abstract
U ovome radu je analiziran problem gubitka elastične stabilnosti štapova opterećenih uzdužnom tlačnom silom, odnosno izvijanjem. U teoretskom dijelu dana je osnovna analiza problema u elastičnom području, izvedeni su izrazi za izračun Eulerove kritične sile za četiri osnovna načina učvršćivanja štapa. Riješeno je nekoliko primjera izračuna kritične sile za različite oblike poprečnih presjeka, iste površine. Napravljena je 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
Lower level organizational unitsDepartment for Technical Mechanics
Chair of Theory of Structure
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 date2017-09-21
Parallel keywords (Croatian)izvijanje štapa elastična stabilnost kritična sila
Resource typetext
Access conditionOpen access
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:133:930730