Elastic behavior of riveted double angle connections in tension
Abstract: T‐stubs and L‐stubs loaded in tension are generally assumed in contact with a rigid foundation. The prying force and stiffness of these components depend on this hypothesis. For double web angle riveted connections, the angle rests on deformable beam/column web. The objective of the present paper is to take into account the effects of this deformability on the development of the contact area, the rivet forces and the tensile stiffness. An enhanced theory of beam in contact with a tensionless Winkler foundation is adopted in the contact and lift‐off areas. The axial and bending flexibilities of rivets are also considered. A numerical analysis is also performed with ANSYS in order to validate the analytical model. A sensitivity study is conducted on the influence of the thickness of the horizontal leg. The analytical and the numerical results are in good agreement, which confirms the accuracy of the proposed mechanical model.
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
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Online-Ressource
- Language
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Englisch
- Bibliographic citation
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Elastic behavior of riveted double angle connections in tension ; volume:6 ; number:3-4 ; year:2023 ; pages:1299-1304 ; extent:6
ce/papers ; 6, Heft 3-4 (2023), 1299-1304 (gesamt 6)
- Creator
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Sarou, Lynita
Couchaux, Maël
Hjiaj, Mohammed
Sire, Stéphane
Douroux, Jean‐François
- DOI
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10.1002/cepa.2748
- URN
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urn:nbn:de:101:1-2023091215232668854997
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:44 AM CEST
Data provider
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Sarou, Lynita
- Couchaux, Maël
- Hjiaj, Mohammed
- Sire, Stéphane
- Douroux, Jean‐François
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HORIZONTAL EXTENSION OF CONNECTIONS INTO (2)-CONNECTIONS
Cosmic Connections
Safety Assessment for Capacity Design of Bolted Steel Connections in Tension
Buckling resistance of angle bracing members with one‐leg bolted end connections
Double field theory at SL(2) angles
The Patterns of Visual Field Defects in Primary Angle-Closure Glaucoma Compared to High-Tension Glaucoma and Normal-Tension Glaucoma
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