Simon Schnabl (Avtor), Igor Planinc (Avtor), Miran Saje (Avtor), Bojan Čas (Avtor), Goran Turk (Avtor)

Povzetek

Starting with the geometrically non-linear formulation and the subsequent linearization, this paper presents a consistent formulation of the exact mechanical analysis of geometrically and materially linear three-layer continuous planar beams. Each layer of the beam is described by the geometrically linear beam theory. Constitutive laws of layer materials and relationships between interlayer slips and shear stresses at the interface are assumed to be linear elastic. The formulation is first applied in the analysis of a three-layer simply supported beam. The results are compared to those of Goodman and Popov (1968) and to those obtained from the formulation of the European code for timber structures, Eurocode 5 (1993). Comparisons show that the present and the Goodman and Popov (1968) results agree completely, while the Eurocode 5 (1993) results differ to a certain degree. Next, the analytical solution is used in formulating a general procedure for the analysis of layered continuous beams. The applications show the qualitative and quantitative effects of the layer and the interlayer slip stiffnesses on internal forces, stresses and deflections of composite continuous beams.

Ključne besede

kompozit;slojeviti nosilec;zdrs med sloji;matematični model;analitična rešitev;elastičnost;composite;layered beam;interlyer slip;mathematical model;analytical solution;elasticity;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: Techno Press
UDK: 624.07
COBISS: 3019873 Povezava se bo odprla v novem oknu
ISSN: 1225-4568
Št. ogledov: 2345
Št. prenosov: 804
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: kompozit;slojeviti nosilec;zdrs med sloji;matematični model;analitična rešitev;elastičnost;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Delo ni kategorizirano
Strani: str. 263-278
Letnik: ǂLetn. ǂ22
Zvezek: ǂšt. ǂ3
Čas izdaje: 2006
ID: 8312285