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The impact analysis of lateral restraint on the state of stress and strain in the thin-walled Z-section beam (CROSBI ID 217630)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Šimić Penava, Diana ; Damjanović, Domagoj ; Ilijaš, Tanja The impact analysis of lateral restraint on the state of stress and strain in the thin-walled Z-section beam // Transactions of FAMENA, 39 (2015), 4; 1-14

Podaci o odgovornosti

Šimić Penava, Diana ; Damjanović, Domagoj ; Ilijaš, Tanja

engleski

The impact analysis of lateral restraint on the state of stress and strain in the thin-walled Z-section beam

The behaviour of thin-walled Z-section beam subjected to gravity load for different variants of lateral restraints is analyzed. For the basic variant of the laterally restrained beam the one defined in Eurocode 3 (EN 1993-1-3:2006) is taken. The Z-section beam which is laterally restrained along the flange by trapezoidal steel sheeting is observed, shown as a Z-section beam laterally restrained with linear stiff connection and rotary elastic connection. Variant of laterally restrained Z-section beam with a linear stiff connection, a variant of laterally restrained Z-section beam with rotary elastic connection and beam without lateral restraints are analyzed. Based on the research, analysis and comparison of the results for individual variants of thin-walled Z-section beams, with and without lateral restraints, is conducted.

thin-walled Z-section beam ; lateral restraint ; linear stiff connection ; rotary elastic connection ; rotational stiffness

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Podaci o izdanju

39 (4)

2015.

1-14

objavljeno

1333-1124

1849-1391

Povezanost rada

Građevinarstvo, Temeljne tehničke znanosti

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