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Stress analysis of eave framework


Holik, Mario; Kozak, Dražan; Konjatić, Pejo; Ivandić, Željko; Damjanović, Darko
Stress analysis of eave framework // Proceedings of the 2nd International Scientific and Expert Conference TEAM 2010 / Arpad, Ferencz ; Klebniczki Jozsef ; Lipoczine, Csabai ; Borsne, Judit ; Csaba, Fabian (ur.).
Kecskemet: Kecskemeti Foiskola, 2010. str. 255-260 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Stress analysis of eave framework

Autori
Holik, Mario ; Kozak, Dražan ; Konjatić, Pejo ; Ivandić, Željko ; Damjanović, Darko

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Proceedings of the 2nd International Scientific and Expert Conference TEAM 2010 / Arpad, Ferencz ; Klebniczki Jozsef ; Lipoczine, Csabai ; Borsne, Judit ; Csaba, Fabian - Kecskemet : Kecskemeti Foiskola, 2010, 255-260

ISBN
978-963-7294-86-0

Skup
2nd International Scientific and Expert Conference TEAM 2010

Mjesto i datum
Kecskemet, Mađarska, 04.-05.11.2010.

Vrsta sudjelovanja
Poster

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Eave framework; numerical calculation; finite element method; beam; boundary conditions; ANSYS

Sažetak
This paper analyzes structure of eave framework made according to the existing technical documentation. In process of parts and profiles joining, MMA (manual-arc) welding process was used. Eave framework is loaded by wind and snow, where self weight of structural parts is also taken into consideration. Finite element method and ANSYS 11.0 software was used for numerical analysis. A beam element from the ANSYS element library, called BEAM 3-D ELASTIC 4 was used. Numerical analysis showed that the structure fulfill all requirements related to the specified loading. Although maximum deflection exceeds the engineer codex for constructions (1/200 of total span), the axial stresses in beams remain in allowed limits. So one can conclude that construction satisfy given criteria.

Izvorni jezik
Engleski

Znanstvena područja
Strojarstvo



POVEZANOST RADA


Projekt / tema
152-1201910-1909 - Analiza i procjena loma konstrukcija iz anizotropnih materijala (Dražan Kozak, )

Ustanove
Strojarski fakultet, Slavonski Brod