Pregled bibliografske jedinice broj: 490075
Stress analysis of eave framework
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.).
Kecskemét: Kecskemét College, Faculty of Mechanical Engineering and Automation, 2010. str. 255-260 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 490075 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
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 - Kecskemét : Kecskemét College, Faculty of Mechanical Engineering and Automation, 2010, 255-260
ISBN
978-963-7294-86-0
Skup
2nd International Scientific and Expert Conference TEAM 2010
Mjesto i datum
Kecskemét, Mađarska, 04.11.2010. - 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
Projekti:
152-1201910-1909 - Analiza i procjena loma konstrukcija iz anizotropnih materijala (Kozak, Dražan, MZOS ) ( CroRIS)
Ustanove:
Strojarski fakultet, Slavonski Brod