Pregled bibliografske jedinice broj: 1088399
Effect of Lateral Restraint on Buckling Behaviour of a Thin-Walled Z-Section Column
Effect of Lateral Restraint on Buckling Behaviour of a Thin-Walled Z-Section Column // Journal of Civil Engineering and Architecture, 14 (2020), 9; 516-524 doi:10.17265/1934-7359/2020.09.006 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1088399 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Effect of Lateral Restraint on Buckling Behaviour
of a Thin-Walled Z-Section Column
Autori
Mališ, Tanja ; Šimić Penava, Diana ; Jaguljnjak Lazarević, Antonia
Izvornik
Journal of Civil Engineering and Architecture (1934-7359) 14
(2020), 9;
516-524
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
Z-section column, lateral restraint, buckling resistance, finite element method
Sažetak
The aim of this paper is to interpret the effect of lateral restraint on buckling behaviour of a Z-cross section column subjected to pure axial load. Adequate analytical solutions are compared with the numerical and experimental results obtained for specimens both laterally free and those restrained by trapezoidal steel sheeting. Compared to the unrestrained column, a large relative increase of critical loads is detected. Therefore, further optimization of such structural elements is possible.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Rudarsko-geološko-naftni fakultet, Zagreb
