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522. Numerical modelling of behaviour of reinforced concrete columns in fire and comparison with Eurocode 2Sebastjan Bratina, Bojan Čas, Miran Saje, Igor Planinc, 2005, izvirni znanstveni članek Ključne besede: fire resistance, finite element method, reinforced concrete column, thermal strain, creep strain, transient strain, Eurocode 2 Celotno besedilo (datoteka, 1,50 MB) |
523. The linearized three-dimensional beam theory of naturally curved and twisted beamsDejan Zupan, Miran Saje, 2006, izvirni znanstveni članek Ključne besede: linear beam theory, naturally curved beam, twisted beam, consistent linearization, strain measure, three-dimensional beam, three-dimensional rotation Celotno besedilo (datoteka, 298,43 KB) |
524. The effects of different strain contributions on the response of RC beams in fireSebastjan Bratina, Miran Saje, Igor Planinc, 2007, izvirni znanstveni članek Ključne besede: reinforced concrete, creep, thermal strain, transient strain, fire resistance, strain-based finite element method Celotno besedilo (datoteka, 1,46 MB) |
525. Energy conserving time integration scheme for geometrically exact beamMatija Gams, Igor Planinc, Miran Saje, 2007, izvirni znanstveni članek Ključne besede: Reissner beam, elasticty, nonlinear dynamics, time integration, conserving algorithms Celotno besedilo (datoteka, 2,71 MB) |
526. Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shearAndrej Kryžanowski, Miran Saje, Igor Planinc, Dejan Zupan, 2008, izvirni znanstveni članek Ključne besede: delamination, buckling, layered beam, shear deformation, elasticity Celotno besedilo (datoteka, 362,68 KB) |
527. Exact buckling analysis of composite elastic columns including multiple delamination and transverse shearUrban Rodman, Miran Saje, Igor Planinc, Dejan Zupan, 2008, izvirni znanstveni članek Ključne besede: buckling, multiple delaminations, transvere shear, consistent linearization, compozite beam Celotno besedilo (datoteka, 436,95 KB) |
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530. Convergence properties of materially and geometrically non-linear finite-element spatial beam analysisDejan Zupan, Miran Saje, 2008, izvirni znanstveni članek Ključne besede: non-linear beam theory, non-linear material, reiforced concrete, stress field integration, Newton's iteration, rate of convergence Celotno besedilo (datoteka, 287,68 KB) |