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

Povzetek

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.

Ključne besede

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

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: Elsevier
UDK: 624.075.2
COBISS: 4572769 Povezava se bo odprla v novem oknu
ISSN: 0020-7683
Št. ogledov: 2365
Št. prenosov: 869
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarne ključne besede: stabilnost;uklon;kompozitni steber;elastičnost;zdrs;točna analiza;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Delo ni kategorizirano
Strani: str. 2929-2938
Letnik: ǂLetn. ǂ46
Zvezek: ǂšt. ǂ14-15
Čas izdaje: 2009
DOI: 10.1016/j.ijsolstr.2009.03.020
ID: 8312272