Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/14497
Title: Influence of chord axial load on the stiffness and resistance of welded “t” joints of SHS members
Authors: Matos, Rui M. M. P. de 
Costa-Neves, Luís F. 
Lima, Luciano R. O. de 
Keywords: Structural hollow sections; Connections; Eurocode 3; Resistance; Stiffness
Issue Date: 2010
Publisher: Federal University of Rio de Janeiro
State University of Rio de Janeiro
Citation: MATOS, Rui M. M. P. de; COSTA-NEVES, Luís F.; LIMA, Luciano R. O. de - Influence of chord axial load on the stiffness and resistance of welded “t” joints of SHS members. In BATISTA, E.; VELLASCO, P.; LIMA, L. de, ed lit. - SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings. Rio de Janeiro : Federal University; State University, 2010. ISBN 978-85-285-0137-7. Vol. 1, p. 247-254
Serial title, monograph or event: SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings
Volume: 1
Place of publication or event: Rio de Janeiro
Abstract: The use of structural hollow sections is currently growing very fast, being of major importance an accuracy assessment of the analytical approaches available to these elements, namely their connections. These elements are mainly used in truss structures where the connected members are submitted to important axial forces. In this paper some results concerning Square Hollow Section (SHS) welded “T” joints will be presented. An emphasis is given to the effect of the chord axial loading on the connection resistance, to the ratio between membrane stiffness and initial stiffness, and also to the comparison between numerical and Eurocode 3 resistances.
URI: http://hdl.handle.net/10316/14497
ISBN: 978-85-285-0137-7
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos e Resumos em Livros de Actas

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