Naslov
An analytical solution for displacements and stresses for mono symmetrical stiffend plate structures under transverse loads

Autori
Pavazza, Radoslav ; Matoković, Ado ; Vlak, Frane

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Knjiga sažetaka XX. simpozija Teorija i praksa brodogradnje in memoriam prof. Leopolod Sorta / Žiha, Kalman - Zagreb : Fakultet strojarstva i brodogradnje Sveučilišta u Zagrebu, 2012, 76-76

ISBN
978-953-7738-19-8

Skup
SORTA 2012 - Simpozij teorija i praksa brodogradnje

Mjesto i datum
Zagreb, Hrvatska, 27.09.2012. - 29.09.2012

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Teorija tankostjenih štapova; savijanje; utjecaj smicanja; otvoreni poprečni presjek; analitika; MKE
(Theory of thin-walled beams; Bending; Influence of shear; Open sections; Analytic; FEM)

Sažetak
In this paper an analytical approach to bending of thin-walled beams with one plane of symmetry is considered. The theory of bending of thin walled beams of open section with influence of shear, based on the classical Vlasov's theory of thin-walled beams of open cross-section is applied. The general transverse loads act in the beam plane of symmetry. The beam will be subjected to bending with influence of shear in its plane of symmetry and in addition (to the classical theory) to tension/compression due to shear. The obtained analytical expressions are used in the analysis of stresses and displacements of stiffened plate structures with mono symmetric cross-sections. Illustrative examples are given. Comparisons with the finite element method (FEM) are provided.

Izvorni jezik
Engleski

Znanstvena područja
Temeljne tehničke znanosti

POVEZANOST RADA