Pregled bibliografske jedinice broj: 827391
Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads
Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads // World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2016) : Abstract Collection Book / Yilmaz, Işık ; Drusa, Marian ; Marschalko, Marian (ur.).
Prag: WMCAUS, 2016. str. 157-157 (predavanje, međunarodna recenzija, sažetak, znanstveni)
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Naslov
Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads
Autori
Pavazza, Radoslav ; Vlak, Frane ; Vukasović, Marko
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2016) : Abstract Collection Book
/ Yilmaz, Işık ; Drusa, Marian ; Marschalko, Marian - Prag : WMCAUS, 2016, 157-157
Skup
World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium
Mjesto i datum
Prag, Češka Republika, 13.06.2016. - 17.06.2016
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Columns; Thin-walled; Compression; Bending; Torsion; Shear
Sažetak
A simple analytic solution for the stresses and displacements of short thin-walled columns of open bisymmetric cross-sections subjected to eccentric axial loads is proposed. The theory of bending and torsion with influence of shear is applied. An analytic closed form solutions are obtained both for the stresses and displacements. The normal stresses are expressed by the compression component, the bending components in two principal planes and the torsion component with respect to the principal pole (the shear centre). The displacements are expressed with respect to the principal axes and the principal pole. The deflections and the angle of torsion are given by the bending and torsion components according to the classical theories of bending and torsion (Vlasov, 1961) and the additional components due to shear in bending and torsion according to the theory of bending and torsion with influence of shear (Pavazza, 2005, 2013). The results are compared and discussed to the results of the finite element analyses by using shell elements.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Strojarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Fakultet elektrotehnike, strojarstva i brodogradnje, Split