20.500.12556/RUL-32148 Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear The exact analytical solution of buckling in delaminated columns is presented. In order to investigate analytically the influence of axial and shear strains on buckling loads the geometrically exact beam theory is employed with no simplification of the governing equations. The critical forces are then obtained by the linearized stability theory. In the paper, we limit the studies to linear elastic columns with a single delamination, but with arbitrary longitudinal and vertical asymmetry of delamination and arbitrary boundary conditions. The studies of quantitative and qualitative influence of transverse shear are shown in detail and extensive results for buckling loads with respect to delamination length, thickness and longitudinal position are presented. (c) 2007 Elsevier Ltd. All rights reserved. delamination buckling layered beam shear deformation elasticity delaminacije uklon slojeviti nosilci strižne deformacije elastičnost true false false Elsevier Angleški jezik Angleški jezik Neznano 2015-07-10 10:12:30 2015-07-10 10:12:30 2022-11-21 15:24:38 0000-00-00 00:00:00 2008 0 0 Str. 1051-1070 Št. 3/4 Letn. 45 2008 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 535/536:721 0020-7683 10.1016/j.ijsolstr.2007.09.027, 3712097 997903 SP2008IJSS.pdf SP2008IJSS.pdf 1 90F7AF3CDFBD49BAE4555FADE683B1FB de823eb2c19358d29b6e87e0ea291f9430ac503ba725bc4d59a386aea331100a 114723af-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/bb3f3962-da3a-45b4-b347-3ed749ede0be https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=85654 Fakulteta za gradbeništvo in geodezijo 0 0 0