Urban Rodman (Avtor), Miran Saje (Avtor), Igor Planinc (Avtor), Dejan Zupan (Avtor)

Povzetek

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.

Ključne besede

uklon;delaminacija;strig;konsistentna linearizacija;kompoztni nosilci;buckling;multiple delaminations;transvere shear;consistent linearization;compozite beam;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: Elsevier
UDK: 539.3
COBISS: 4035169 Povezava se bo odprla v novem oknu
ISSN: 0141-0296
Št. ogledov: 2189
Št. prenosov: 930
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: uklon;delaminacija;strig;konsistentna linearizacija;kompoztni nosilci;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Delo ni kategorizirano
Strani: Str. 1500-1514
Letnik: ǂLetn. ǂ30
Zvezek: ǂšt. ǂ6
Čas izdaje: 2008
DOI: 10.1016/j.engstruct.2007.10.003
ID: 8312343