Pregled bibliografske jedinice broj: 430076
Influence of cross section position on the bearing capacity of trapezodial profiled thin sheets
Influence of cross section position on the bearing capacity of trapezodial profiled thin sheets // 26th Symposium on Advanced in Experimental Mechanics / Eichlseder, Wilfried (ur.).
Leoben: Institute of Mechanical Engineering, 2009. str. 213-214 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 430076 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Influence of cross section position on the bearing capacity of trapezodial profiled thin sheets
Autori
Šimić, Diana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
26th Symposium on Advanced in Experimental Mechanics
/ Eichlseder, Wilfried - Leoben : Institute of Mechanical Engineering, 2009, 213-214
ISBN
978-3-902544-02-5
Skup
Danubia-Adria Symposium on Advanced in Experimental Mechanics
Mjesto i datum
Leoben, Austrija, 23.09.2009. - 26.09.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
trapezoidal sheets; deflection; load; bearing capacity
Sažetak
The load bearing mechanism of trapezoidal profiled thin sheets subjected to transverse load is manifested through the occurrence of local buckling in the flat unstiffened part of cross section subject to compression, once a certain intensity of pressure is reached.The testing was performed for the negative position of sheet and for the positive sheet position. The stresses are reduced at the point of local cross-section buckling, while stress concentration occurs at the portion of cross section next to the edge bracing. Differences obtained in the trapezoidal sheet limit load and deflection values may be explained by the fact that in case of negative trapezoidal sheet position a wider zone is in compression in the area of maximum bending moment on the span. In case of positive trapezoidal sheet position, the wider zone is in compression above the bearing which would otherwise make it more stable. This analysis shows that the stability of the zone in compression plays a principal role in the bearing capacity of trapezoidal sheets.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( CroRIS)
082-1201829-2166 - Nestandardni modeli građevinskih konstrukcija (Lazarević, Damir, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Diana Šimić Penava
(autor)