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72. Testing of Concrete Abrasion Resistance in Hydraulic Structures on the Lower Sava RiverMiha Kralj, Andrej Kryžanowski, Matjaž Mikoš, Jakob Šušteršič, Velimir Ukrainczyk, Igor Planinc, 2012 Keywords: abrasion resistance, concrete, abrasive wear, laboratory experiments, field experiments Full text (file, 1,31 MB) |
73. An analytical model of layered continuous beams with partial interactionSimon Schnabl, Igor Planinc, Miran Saje, Bojan Čas, Goran Turk, 2006, original scientific article Keywords: composite, layered beam, interlyer slip, mathematical model, analytical solution, elasticity Full text (file, 472,12 KB) |
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75. Nelinearna analiza kompozitnih nosilcev z upoštevanjem zdrsa med slojiBojan Čas, 2004, doctoral dissertation Keywords: gradbeništvo, disertacije, konpozitni nosilci, zdrs med sloji, nelinearna analiza, Reissnerjev nosilec, numerična analiza Full text (file, 3,50 MB) |
76. Vpliv viskoznega lezenja na mehansko obnašanje jeklenih konstrukcij v primeru požaraUrška Blumauer, 2016, master's thesis Keywords: gradbeništvo, magistrska dela, viskozno lezenje jekla, jeklena okvirna konstrukcija, modificirana Pohova napetostno deformacijska zveza jekla, nazivna požarna krivulja, požarni scenarij Full text (file, 3,81 MB) |
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79. A novel strain-based finite element family for mesh-independent analysis of the tensile failure of reinforced concrete barsAnita Ogrin, Igor Planinc, Sebastjan Bratina, 2022, original scientific article Keywords: civil engineering, composite element, reinforced concrete bar, tensile failure, discrete crack, excluded point, finite element, mesh-independence, localisation Full text (file, 1,88 MB) This document has more files! More... |
80. Two-layer spatial beam with inter-layer slip in longitudinal and transverse directionGregor Udovč, Igor Planinc, Tomaž Hozjan, Anita Ogrin Ločniškar, 2023, original scientific article Keywords: composite beam, deformation based finite element, inter-layer slip, spatial analysis, shear deformations Full text (file, 1,64 MB) This document has more files! More... |