20.500.12556/RUL-32130 Buckling of asymmetrically delaminated three-dimensional composite beam - analytical solution The present paper presents a consistent model of a three dimensional delaminated composite column with a proper consideration of the extensional and bending stiffness coupling and transverse shear effect to determine the axial buckling load. The exact analytical solution of the buckling force is obtained using the linearized stability theory. The three dimensional model allows us to consider a rather general set of delaminations including those that are not necessarilly perpendicular to the symmetry axis of the cross-section or/and have non-symmetrical surfaces. The parametric studies are presented showing the effects of shear, the delamination position, the angle of rotation of the delamination and the ratio of elastic to shear moduli. (C) 2011 Elsevier Ltd. All rights reserved. true false false Elsevier Angleški jezik Angleški jezik Neznano 2015-07-10 10:12:15 2015-07-10 10:12:15 2022-11-21 15:20:18 0000-00-00 00:00:00 2011 0 0 Str. 2047-2054 št. 7 Letn. 42 2011 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.07 1359-8368 10.1016/j.compositesb.2011.04.038 5425249 16857349 Kroflic_et_al_Comp_PartB_Vol_42_No._7_2011_2047%2D2054_.pdf Kroflic_et_al_Comp_PartB_Vol_42_No._7_2011_2047%2D2054_.pdf 1 2DD2AA0B5098C374E4C588D0555AA000 d2d60037097df6a9c34819ce47ea5e5363729af46c336d1f66213003550921ee 106428ad-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/d8be1cfc-b67a-46e5-9e8d-6466363c23d6 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=85641 Fakulteta za gradbeništvo in geodezijo 0 0 0