Pregled bibliografske jedinice broj: 644478
Influence of boundary conditions on the state of stress and strain in deep girder
Influence of boundary conditions on the state of stress and strain in deep girder // Proceedings of the 30th Danubia-Adria-Symposium on Advances in Experimental Mechanics / Alfirević, Ivo ; Semenski, Damir (ur.).
Zagreb: Croatian society of mechanics, 2013. str. 147-148 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Influence of boundary conditions on the state of stress and strain in deep girder
Autori
Šimić, Diana ; Miović, Katina
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 30th Danubia-Adria-Symposium on Advances in Experimental Mechanics
/ Alfirević, Ivo ; Semenski, Damir - Zagreb : Croatian society of mechanics, 2013, 147-148
ISBN
978-953-7539-17-7
Skup
30th Danubia-Adria-Symposium on Advances in Experimental Mechanics
Mjesto i datum
Primošten, Hrvatska, 25.09.2013. - 28.09.2013
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
boundary conditions; deep girder; dimensional analysis; stress; strain; strain gagues
Sažetak
The analysis of stresses and strains in two reinforced concrete deep girders was performed theoretically, applying the finite element method, whereas the experimental part, i.e. the structures' models testing were undertaken in the laboratory. Reinforced concrete deep girder M1 38 cm thick, is relied on reinforced concrete pillars which are fixed into the base. Another reinforced concrete deep girder M2 38 cm thick, is rigidly fixed into the base.The results analysis of conducted investigations for two reinforced concrete deep girders (M1 and M2) indicated that the differences in stresses amounted even up to 18%, and in displacements up to 16, 7%. A deep girder with the columns (M1) is a better solution for the construction than the deep girder (M2) rigidly fixed into the base.
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)