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https://doi.org/10.17559/TV-20160704092149

Analysis of wind influence to static stability of the eave framework

Darko Damjanović   ORCID icon orcid.org/0000-0002-7341-6029 ; Mechanical Engineering Faculty in Slavonski Brod, Trg Ivane Brlić – Mažuranić 2, 35000 Slavonski Brod, Croatia
Dražan Kozak   ORCID icon orcid.org/0000-0001-5245-4686 ; Mechanical Engineering Faculty in Slavonski Brod, Trg Ivane Brlić – Mažuranić 2, 35000 Slavonski Brod, Croatia
Mario Holik ; Mechanical Engineering Faculty in Slavonski Brod, Trg Ivane Brlić – Mažuranić 2, 35000 Slavonski Brod, Croatia

Puni tekst: engleski, pdf (2 MB) str. 105-109 preuzimanja: 225* citiraj
APA 6th Edition
Damjanović, D., Kozak, D. i Holik, M. (2017). Analysis of wind influence to static stability of the eave framework. Tehnički vjesnik, 24 (1), 105-109. https://doi.org/10.17559/TV-20160704092149
MLA 8th Edition
Damjanović, Darko, et al. "Analysis of wind influence to static stability of the eave framework." Tehnički vjesnik, vol. 24, br. 1, 2017, str. 105-109. https://doi.org/10.17559/TV-20160704092149. Citirano 18.10.2019.
Chicago 17th Edition
Damjanović, Darko, Dražan Kozak i Mario Holik. "Analysis of wind influence to static stability of the eave framework." Tehnički vjesnik 24, br. 1 (2017): 105-109. https://doi.org/10.17559/TV-20160704092149
Harvard
Damjanović, D., Kozak, D., i Holik, M. (2017). 'Analysis of wind influence to static stability of the eave framework', Tehnički vjesnik, 24(1), str. 105-109. https://doi.org/10.17559/TV-20160704092149
Vancouver
Damjanović D, Kozak D, Holik M. Analysis of wind influence to static stability of the eave framework. Tehnički vjesnik [Internet]. 2017 [pristupljeno 18.10.2019.];24(1):105-109. https://doi.org/10.17559/TV-20160704092149
IEEE
D. Damjanović, D. Kozak i M. Holik, "Analysis of wind influence to static stability of the eave framework", Tehnički vjesnik, vol.24, br. 1, str. 105-109, 2017. [Online]. https://doi.org/10.17559/TV-20160704092149
Puni tekst: hrvatski, pdf (2 MB) str. 105-109 preuzimanja: 396* citiraj
APA 6th Edition
Damjanović, D., Kozak, D. i Holik, M. (2017). Analiza utjecaja vjetra na statičku stabilnost konstrukcije nadstrešnice. Tehnički vjesnik, 24 (1), 105-109. https://doi.org/10.17559/TV-20160704092149
MLA 8th Edition
Damjanović, Darko, et al. "Analiza utjecaja vjetra na statičku stabilnost konstrukcije nadstrešnice." Tehnički vjesnik, vol. 24, br. 1, 2017, str. 105-109. https://doi.org/10.17559/TV-20160704092149. Citirano 18.10.2019.
Chicago 17th Edition
Damjanović, Darko, Dražan Kozak i Mario Holik. "Analiza utjecaja vjetra na statičku stabilnost konstrukcije nadstrešnice." Tehnički vjesnik 24, br. 1 (2017): 105-109. https://doi.org/10.17559/TV-20160704092149
Harvard
Damjanović, D., Kozak, D., i Holik, M. (2017). 'Analiza utjecaja vjetra na statičku stabilnost konstrukcije nadstrešnice', Tehnički vjesnik, 24(1), str. 105-109. https://doi.org/10.17559/TV-20160704092149
Vancouver
Damjanović D, Kozak D, Holik M. Analiza utjecaja vjetra na statičku stabilnost konstrukcije nadstrešnice. Tehnički vjesnik [Internet]. 2017 [pristupljeno 18.10.2019.];24(1):105-109. https://doi.org/10.17559/TV-20160704092149
IEEE
D. Damjanović, D. Kozak i M. Holik, "Analiza utjecaja vjetra na statičku stabilnost konstrukcije nadstrešnice", Tehnički vjesnik, vol.24, br. 1, str. 105-109, 2017. [Online]. https://doi.org/10.17559/TV-20160704092149

Sažetak
Eave framework is analyzed in this paper from the standpoint of statics. Loads taken into account are self-weight, snow weight and wind influence. 3D model of eave framework is generated in the software PartSolution (Cadenas) with certain simplifications in geometry. Simplifications are taken into account in order to reduce costs of the numerical calculation, especially the FSI calculation. The resulting pressure distribution solution obtained from CFD calculation is set as the boundary conditions on the eave framework when performing structural analysis. Solutions for equivalent stress as well as deformation are presented and analyzed. Also, solutions for airflow prediction around the eave framework are presented in order to analyze if it is possible to perform some changes in the construction in terms of reducing the air resistance and thus reducing the wind load on the construction.

Ključne riječi
CFD; Computational Fluid Dynamics; eave framework; FSI; Fluid – Structure Interaction; wind influence

Hrčak ID: 174706

URI
https://hrcak.srce.hr/174706

[hrvatski]

Posjeta: 1.267 *