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Application of sleeve joints between steel beams and CFT columns to railway structures

 Application of sleeve joints between steel beams and CFT columns to railway structures
Auteur(s): , , ,
Présenté pendant IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007, publié dans , pp. 66-67
DOI: 10.2749/222137807796119681
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A design equation for estimating the ultimate strength of sleeve joints was presented on the basis of the experimental study. The static loading tests by using the T-shaped sleeve joint specimens w...
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Détails bibliographiques

Auteur(s):



Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007
Publié dans:
Page(s): 66-67 Nombre total de pages (du PDF): 8
Page(s): 66-67
Nombre total de pages (du PDF): 8
Année: 2007
DOI: 10.2749/222137807796119681
Abstrait:

A design equation for estimating the ultimate strength of sleeve joints was presented on the basis of the experimental study. The static loading tests by using the T-shaped sleeve joint specimens were carried out in order to investigate the effects of the diaphragm and the applicability of the sleeve joints to railway structures. The test results indicate that the diaphragm affects the ultimate strength, and that the application of the proposed design method to the T-shaped sleeve joints is promising.