Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Jeppe Jönsson"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 23, Iss 7 (2017)
The elastic load-carrying capacity and buckling trajectory of steel columns under compression with open and hollow cross-sections, whose axis is curved by spatial random fields, are studied in the article. As a result of the spatial curvature of the
Externí odkaz:
https://doaj.org/article/2f961a827ff74830b5d9a7971b15a91d
Autor:
Jeppe Jönsson, Anders Bau Hansen
Publikováno v:
ce/papers. 4:401-406
Publikováno v:
Hansen, A B, Jönsson, J & Vieira, R F 2022, ' Joint modelling in advanced thin-walled beam models ', Thin-Walled Structures, vol. 171, 108798 . https://doi.org/10.1016/j.tws.2021.108798
A methodology for thin-walled frame analysis using displacement modes of beams at joint interfaces has recently been proposed. This paper introduces an implementation that uses a specific advanced beam element based on semi-analytical beam mode solut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe665eb174f2fb61756f1fd6d4acf9dc
https://orbit.dtu.dk/en/publications/8ba7b7b4-7a7c-450e-a59b-c43343abf05d
https://orbit.dtu.dk/en/publications/8ba7b7b4-7a7c-450e-a59b-c43343abf05d
Autor:
Jeppe Jönsson, Anders Bau Hansen
Publikováno v:
Hansen, A B & Jönsson, J 2019, ' Mode-based Beam and Connection Analysis of Frames ', Ce/papers, vol. 3, no. 3-4, pp. 355-360 . https://doi.org/10.1002/cepa.1066
Major steel structures are commonly constructed as frames or trusses. The connections between its beams and columns have a crucial influence on the global behaviour. However, a detailed assessment of the joints is often neglected with rough simplific
Publikováno v:
Jönsson, J, Müller, M S, Gamst, C, Vales, J & Kala, Z 2019, ' Investigation of European flexural and lateral torsional buckling interaction ', Journal of Constructional Steel Research, vol. 156, pp. 105-121 . https://doi.org/10.1016/j.jcsr.2019.01.026
The accuracy of the interaction methods for combined flexural and lateral torsional buckling are investigated using statistical data, which has become available after the introduction of Eurocode EN1993-1-1:2005. The freely available statistical data
Publikováno v:
Scopus
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
A systematic finite element based approach is presented to characterize the interaction between the bending moments and axial forces coming from the connected beams in 2D welded steel joints. The modelling technique is described in the paper, as well
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ff8680f45acfd4ab5de737832265d3c4
http://hdl.handle.net/10651/55089
http://hdl.handle.net/10651/55089
Autor:
Jeppe Jönsson, Tudor-Cristian Stan
Publikováno v:
ce/papers. 1:3761-3770
Autor:
Anders Bau Hansen, Jeppe Jönsson
Publikováno v:
ce/papers. 1:1822-1830
Autor:
Jeppe Jönsson, Tudor-Cristian Stan
Publikováno v:
Jönsson, J & Stan, T-C 2017, ' European column buckling curves and finite element modelling including high strength steels ', Journal of Constructional Steel Research, vol. 128, pp. 136-151 . https://doi.org/10.1016/j.jcsr.2016.08.013
Eurocode allows for finite element modelling of plated steel structures, however the information in the code on how to perform the analysis or what assumptions to make is quite sparse. The present paper investigates the deterministic modelling of fle
Autor:
Jeppe Jönsson, Anders Bau Hansen
Publikováno v:
Hansen, A B & Jönsson, J 2019, ' Modelling of steel frames using advanced beam and joint elements with interfaces governed by beam modes ', Thin-Walled Structures, vol. 145, 106430 . https://doi.org/10.1016/j.tws.2019.106430
For decades, engineers have assessed and analysed steel frames using simple joints between beams and columns. These joints are often based on oversimplified assumptions using hinges or a direct transfer of beam displacements without any relative disp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5aec6b619c309032108122e7fd69e7e4
https://orbit.dtu.dk/en/publications/193f8b7c-f1c6-4a18-bdbb-dee3da4942dc
https://orbit.dtu.dk/en/publications/193f8b7c-f1c6-4a18-bdbb-dee3da4942dc