20.500.12556/RUL-32145 Exact buckling analysis of composite elastic columns including multiple delamination and transverse shear The exact analytical solution of buckling in beams with multiple delaminations 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. The parametric studies are designed so that they give us fundamental understanding of the effects of the delamination number, length and position on the buckling load. The effect of shear is found to be of substantial importance. (c) 2007 Elsevier Ltd. All rights reserved. buckling multiple delaminations transvere shear consistent linearization compozite beam uklon delaminacija strig konsistentna linearizacija kompoztni nosilci true false false Elsevier Angleški jezik Angleški jezik Neznano 2015-07-10 10:12:28 2015-07-10 10:12:28 2022-11-21 15:24:58 0000-00-00 00:00:00 2008 0 0 Str. 1500-1514 št. 6 Letn. 30 2008 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 539.3 0141-0296 10.1016/j.engstruct.2007.10.003 4035169 7750666 SP2008ES.pdf SP2008ES.pdf 1 3447BBE2AC93CC2F05DE6135CD700B67 a863a4e6f63ef7926da8ca089d1165211fb82cc961d74dc585b0454010f55a79 113412d9-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/85522001-23b9-434d-bdbf-0ec4168764ba https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=85653 Fakulteta za gradbeništvo in geodezijo 0 0 0