Pregled bibliografske jedinice broj: 252342
Buckling analysis of beam structures using Eulerian approach
Buckling analysis of beam structures using Eulerian approach // Bulletins for Applied and Computer Mathematics, 107 (2005), 2236; 15-20 (podatak o recenziji nije dostupan, članak, znanstveni)
CROSBI ID: 252342 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Buckling analysis of beam structures using Eulerian approach
Autori
Turkalj, Goran ; Lanc, Domagoj ; Brnić, Josip
Izvornik
Bulletins for Applied and Computer Mathematics (0133-3526) 107
(2005), 2236;
15-20
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
beam structures; buckling analysis; finite element method
Sažetak
Paper presents a one dimensional beam finite element for stability analysis of structures comprised of straight and prismatic beam members. Displacements and rotations are allowed to be large but strains are assumed to be small. Vlasov’ s assumption is adopted. Stability problem is solved using load-deflection approach. The corresponding equilibrium equations are formulated in the framework of Eulerian description, using the virtual work principle. Numerical algorithm is verified trough a few test problems.
Izvorni jezik
Engleski
Znanstvena područja
Brodogradnja, Strojarstvo, Temeljne tehničke znanosti
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- Zentralblatt MATH
