Zobrazeno 1 - 10
of 71
pro vyhledávání: '"Balázs Kövesdi"'
Publikováno v:
Applied Sciences, Vol 14, Iss 5, p 2029 (2024)
The local buckling behavior of welded square box section columns subjected to pure compression is investigated. Local buckling represents a crucial failure mode in thin-walled structures, exerting a significant impact on their overall stability and l
Externí odkaz:
https://doaj.org/article/b4907920bb294191af0602ae0a5c49cc
Publikováno v:
Buildings, Vol 14, Iss 2, p 535 (2024)
A temporary monitoring system was installed on the 175-year-old historical Széchenyi Chain Bridge during its reconstruction. The bridge is in the downtown area in the capital city of Hungary and plays a significant role in the city life of Budapest.
Externí odkaz:
https://doaj.org/article/32eb4d43214149b78185848a926e1ca9
Publikováno v:
Results in Engineering, Vol 15, Iss , Pp 100555- (2022)
Before the recent reconstruction, significant corrosion damages were observed on the deck system of the ∼170-year-old Széchenyi Chain Bridge. Therefore, an advanced reliability analysis-based study is executed to assess the risk of failure of the
Externí odkaz:
https://doaj.org/article/c353661024844fb383d14a00507dbaa5
Publikováno v:
Buildings, Vol 13, Iss 4, p 1057 (2023)
The numerical model-based design is commonly applied to steel structures using advanced numerical models and analysis. These models often contain stress concentration zones, which can cause problems for designers within the evaluation process. There
Externí odkaz:
https://doaj.org/article/a1e0d8a3ed3c4ed59da1f5d3474e68e1
Publikováno v:
ce/papers. 5:563-567
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8eaa7fab11f655218b612776028bcac
https://doi.org/10.1002/cepa.1791
https://doi.org/10.1002/cepa.1791
Publikováno v:
Advances in Structural Engineering. 25:2332-2347
The application of steel trapezoidal corrugated web in steel-concrete composite girders has been widespread in building structures and has also appeared in bridges for a few decades, due to their advantageous mechanical properties. Embedding the trap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4ac7b861edac9de400091b09ec0468f
https://doi.org/10.1177/13694332221095627
https://doi.org/10.1177/13694332221095627
Publikováno v:
Bauingenieur. 97:270-279
Rahmenecken in Portalrahmen aus Stahl mit Schraubverbindungen weisen typischerweise Steifen auf, um eine angemessene Tragfähigkeit zu gewährleisten. Die Ausführung mit Teilsteifen ermöglicht eine Kosteneinsparung, muss sich jedoch durch die Berü
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a3f7c7fc8ef146bba1b797053092826
https://doi.org/10.37544/0005-6650-2022-09-42
https://doi.org/10.37544/0005-6650-2022-09-42
Autor:
Balázs Kövesdi, M. Radwan
Publikováno v:
Structures. 34:2628-2643
The finite element model-based design of steel structures is getting increasing attention by designers, especially in the case of buckling problems of welded plated structures and by the static check of the interacting stability behaviour. The FEM-ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4752f06bca6feabb0f1f5acd965379c5
https://doi.org/10.1016/j.istruc.2021.09.011
https://doi.org/10.1016/j.istruc.2021.09.011
Publikováno v:
Structures. 33:3526-3539
Longitudinally stiffened plates appear in many structural engineering applications. One of the typical failure modes is induced by the buckling of the stiffeners, therefore enhancing our understanding of buckling behavior is of crucial importance. Re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b431d525811c8aca50699902b38ecb06
https://doi.org/10.1016/j.istruc.2021.06.083
https://doi.org/10.1016/j.istruc.2021.06.083
Autor:
B. Somodi, Balázs Kövesdi
Publikováno v:
ce/papers. 4:2232-2241
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::572dc7158a36170763604ebb9ac0425f
https://doi.org/10.1002/cepa.1544
https://doi.org/10.1002/cepa.1544