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https://doi.org/10.17559/TV-20160819201538

Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower

Dorin Radu   ORCID icon orcid.org/0000-0001-5043-2723 ; University of Transylvania, Faculty of Civil Engineering, Turnului street no. 5, 500036 Brasov, Romania
Aleksandar Sedmak ; University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, 11120 Belgrade, Serbia
Simon Sedmak   ORCID icon orcid.org/0000-0002-2674-541X ; University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, 11120 Belgrade, Serbia
Momčilo Dunjić ; University of Belgrade, Faculty of Mechanical Engineering, Kraljice Marije 16, 11120 Belgrade, Serbia

Puni tekst: engleski, pdf (6 MB) str. 429-436 preuzimanja: 1.746* citiraj
APA 6th Edition
Radu, D., Sedmak, A., Sedmak, S. i Dunjić, M. (2018). Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower. Tehnički vjesnik, 25 (2), 429-436. https://doi.org/10.17559/TV-20160819201538
MLA 8th Edition
Radu, Dorin, et al. "Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower." Tehnički vjesnik, vol. 25, br. 2, 2018, str. 429-436. https://doi.org/10.17559/TV-20160819201538. Citirano 15.05.2021.
Chicago 17th Edition
Radu, Dorin, Aleksandar Sedmak, Simon Sedmak i Momčilo Dunjić. "Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower." Tehnički vjesnik 25, br. 2 (2018): 429-436. https://doi.org/10.17559/TV-20160819201538
Harvard
Radu, D., et al. (2018). 'Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower', Tehnički vjesnik, 25(2), str. 429-436. https://doi.org/10.17559/TV-20160819201538
Vancouver
Radu D, Sedmak A, Sedmak S, Dunjić M. Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower. Tehnički vjesnik [Internet]. 2018 [pristupljeno 15.05.2021.];25(2):429-436. https://doi.org/10.17559/TV-20160819201538
IEEE
D. Radu, A. Sedmak, S. Sedmak i M. Dunjić, "Stress Analysis of Steel Structure Comprising Cylindrical Shell with Billboard Tower", Tehnički vjesnik, vol.25, br. 2, str. 429-436, 2018. [Online]. https://doi.org/10.17559/TV-20160819201538

Sažetak
In accordance with EN1993-1-1, in the definition of element classes, the tubular cross section elements are considered as class 3 for cross section that respects the relation: d/t ≤ 90ε2. If for any cross section this relation is not satisfied, the norm is not valid and the cross section is classified as a curved thin walled element – shell element. Thus the design is done according to EN 1993-1-6 normative. The paper presents some aspects regarding the shell design for a case study – a 30 m tall billboard pillar. The designing process is detailed in regard to the used analysis and the ultimate limit states checking. Considering the high stress concentration in the area of the segment joints, design of welded joints is also presented. The Finite Element Method (FEM) is applied as well, showing results in agreement with analytical ones.

Ključne riječi
finite element method; steel shell structures; stress analysis

Hrčak ID: 199140

URI
https://hrcak.srce.hr/199140

Posjeta: 2.033 *