Andrej Kryžanowski (Author), Simon Schnabl (Author), Goran Turk (Author), Igor Planinc (Author)

Abstract

A mathematical model for slip-buckling has been proposed and its analytical solution has been found for the analysis of layered and geometrically perfect composite columns with inter-layer slip between the layers. The analytical study has been carried out to evaluate exact critical forces and to compare them to those in the literature. Particular emphasis has been placed on the influence of interface compliance on decreasing the bifurcation loads. For this purpose, a preliminary parametric study has been performed by which the influence of various material and geometric parameters on buckling forces have been investigated. (C) 2009 Elsevier Ltd. All rights reserved.

Keywords

stabilnost;uklon;kompozitni steber;elastičnost;zdrs;točna analiza;stability;buckling;compsite column;elasticity;slip;exact analysis;

Data

Language: English
Year of publishing:
Typology: 1.01 - Original Scientific Article
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: Elsevier
UDC: 624.075.2
COBISS: 4572769 Link will open in a new window
ISSN: 0020-7683
Views: 2365
Downloads: 869
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Other data

Secondary language: English
Secondary keywords: stabilnost;uklon;kompozitni steber;elastičnost;zdrs;točna analiza;
File type: application/pdf
Type (COBISS): Not categorized
Pages: str. 2929-2938
Volume: ǂLetn. ǂ46
Issue: ǂšt. ǂ14-15
Chronology: 2009
DOI: 10.1016/j.ijsolstr.2009.03.020
ID: 8312272