Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners

Tahamouli Roudsari, M. / Jamshidi K, H. / Zangeneh, M. Mohebi

A reduced beam section (RBS) is a new type of connection in steel moment resistant frames. In addition to the major benefits, RBS has its own weaknesses, such as web local buckling and lateral torsional buckling. The purpose of this paper is to improve the performance of European I-beam profile (IPE) with an arched cut in the flange, using a diagonal stiffener of the beam web. With the help of laboratory tests and numerical models, it was found that the use of a diagonal stiffener in the area of an arched cut increased the energy dissipation and plastic rotation capacity of RBS connection.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners

Tahamouli Roudsari, M. / Jamshidi K, H. / Zangeneh, M. Mohebi

A reduced beam section (RBS) is a new type of connection in steel moment resistant frames. In addition to the major benefits, RBS has its own weaknesses, such as web local buckling and lateral torsional buckling. The purpose of this paper is to improve the performance of European I-beam profile (IPE) with an arched cut in the flange, using a diagonal stiffener of the beam web. With the help of laboratory tests and numerical models, it was found that the use of a diagonal stiffener in the area of an arched cut increased the energy dissipation and plastic rotation capacity of RBS connection.

Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners

Tahamouli Roudsari, M. / Jamshidi K, H. / Zangeneh, M. Mohebi

A reduced beam section (RBS) is a new type of connection in steel moment resistant frames. In addition to the major benefits, RBS has its own weaknesses, such as web local buckling and lateral torsional buckling. The purpose of this paper is to improve the performance of European I-beam profile (IPE) with an arched cut in the flange, using a diagonal stiffener of the beam web. With the help of laboratory tests and numerical models, it was found that the use of a diagonal stiffener in the area of an arched cut increased the energy dissipation and plastic rotation capacity of RBS connection.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners

Beteiligte:

Tahamouli Roudsari, M. (Autor:in) / Jamshidi K, H. (Autor:in) / Zangeneh, M. Mohebi (Autor:in)

Erschienen in:

Journal of Earthquake Engineering ; 22 ; 533-552

Erscheinungsdatum:

21.04.2018

Format / Umfang:

20 pages

ISSN:

1363-2469 , 1559-808X

DOI:

https://doi.org/10.1080/13632469.2016.1234422

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

RBS Connections; , Diagonal Stiffener; , Steel Moment Resistant Frame; , Lateral Torsional Buckling; , Beam Web Buckling

Ähnliche Titel

Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners

Tahamouli Roudsari, M | Online Contents | 2016

An experimental and numerical investigation of reduced beam section connections with horizontal and vertical web stiffeners

Tahamouli Roudsari, M. / Jamshidi K., H. / Akbari G., F. et al. | Online Contents | 2019

An experimental and numerical investigation of reduced beam section connections with horizontal and vertical web stiffeners

Tahamouli Roudsari, M. / Jamshidi K., H. / Akbari G., F. et al. | Springer Verlag | 2020

Numerical Study on Concrete-Filled Steel Tubes with Diagonal Binding Ribs and Longitudinal Stiffeners

Heman, Aiswarya M. / Roshni, K. G. | Springer Verlag | 2022

Study on Concrete Filled Steel Tube Columns Reinforced with Diagonal Stiffeners

Muhammed Suhail, A. S. / Kiran Babu, A. R. | Springer Verlag | 2024