20.500.12556/RUL-32136 The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible. (C) 2010 Elsevier Ltd. All rights reserved. boundary conditions stability buckling analytical solutions composite column reissner beam slip axial deformation critical load elasticity layers robni pogoji stabilnost uklon analitične rešitve slojevit steber Reisssnerjev nosilec zdrs vzdolžna deformacija kritična sila elastičnost sloji true false false Elsevier Angleški jezik Angleški jezik Neznano 2015-07-10 10:12:22 2015-07-10 10:12:22 2022-11-21 15:26:34 0000-00-00 00:00:00 2010 0 0 Str. 3103-3111 št. 10 Letn. 32 oktober 2010 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 539.32:624.072.2 0141-0296 10.1016/j.engstruct.2010.05.029 5069153 7750666 Schnabl_and_Planinc_ES_Vol_32_No._10_2010_3103%2D3111.pdf Schnabl_and_Planinc_ES_Vol_32_No._10_2010_3103%2D3111.pdf 1 3DC15FFD803055421DB40AF213C02F4D 7352696ff8581d2b8c99c661f097a01ae52d7fcaf08cc186f7b45965b9398e2e 10b551a5-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/7d8928ca-a1e3-41b8-a818-15c68491b40c https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=85646 Fakulteta za gradbeništvo in geodezijo 0 0 0