Circular hollow through plate connections
Autor(en): |
Andrew P. Voth
Jeffrey A. Packer |
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Medium: | Fachartikel |
Sprache(n): | Englisch |
Veröffentlicht in: | Steel Construction, Februar 2016, n. 1, v. 9 |
Seite(n): | 16-23 |
DOI: | 10.1002/stco.201610004 |
Abstrakt: |
This article reviews prior research on connections between through-plates and circular hollow sections (CHS) and presents a finite element (FE) study validated against laboratory experiments. The FE analysis indicates that, for a given geometric configuration, the behaviour of through-plate-to-CHS connections closely matches the sum of branch-plate-to-CHS connection behaviour in plate tension and compression. A connection design strength, which is shown to be valid for a wide range of connection geometries and which is the sum of existing design recommendations for branch plate-to-CHS connections loaded in axial tension and compression, is hence proposed for through-plate-to-CHS T-connections. This therefore enables maximum advantage to be taken of the capacity of this type of "reinforced" tubular connection. |
Stichwörter: |
Entwurf Finite-Elemente-Analyse Fugen Rohre
|
Verfügbar bei: | Siehe Verlag |
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Datenseite - Reference-ID
10072857 - Veröffentlicht am:
24.04.2016 - Geändert am:
24.04.2016