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Pregled bibliografske jedinice broj: 490075

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.).
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

Profili:

Avatar Url Darko Damjanović (autor)

Avatar Url Željko Ivandić (autor)

Avatar Url Pejo Konjatić (autor)

Avatar Url Drazan Kozak (autor)

Citiraj ovu publikaciju:

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.).
Kecskemét: Kecskemét College, Faculty of Mechanical Engineering and Automation, 2010. str. 255-260 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Holik, M., Kozak, D., Konjatić, P., Ivandić, Ž. & Damjanović, D. (2010) Stress analysis of eave framework. U: Arpad, F., Klebniczki Jozsef, Lipoczine, C., Borsne, J. & Csaba, F. (ur.)Proceedings of the 2nd International Scientific and Expert Conference TEAM 2010.
@article{article, author = {Holik, Mario and Kozak, Dra\v{z}an and Konjati\'{c}, Pejo and Ivandi\'{c}, \v{Z}eljko and Damjanovi\'{c}, Darko}, year = {2010}, pages = {255-260}, keywords = {eave framework, numerical calculation, finite element method, beam, boundary conditions, ANSYS}, isbn = {978-963-7294-86-0}, title = {Stress analysis of eave framework}, keyword = {eave framework, numerical calculation, finite element method, beam, boundary conditions, ANSYS}, publisher = {Kecskem\'{e}t College, Faculty of Mechanical Engineering and Automation}, publisherplace = {Kecskem\'{e}t, Ma\djarska} }
@article{article, author = {Holik, Mario and Kozak, Dra\v{z}an and Konjati\'{c}, Pejo and Ivandi\'{c}, \v{Z}eljko and Damjanovi\'{c}, Darko}, year = {2010}, pages = {255-260}, keywords = {eave framework, numerical calculation, finite element method, beam, boundary conditions, ANSYS}, isbn = {978-963-7294-86-0}, title = {Stress analysis of eave framework}, keyword = {eave framework, numerical calculation, finite element method, beam, boundary conditions, ANSYS}, publisher = {Kecskem\'{e}t College, Faculty of Mechanical Engineering and Automation}, publisherplace = {Kecskem\'{e}t, Ma\djarska} }




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