Comments on Ductility of Concrete Encased Composite Columns
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Détails bibliographiques
| Auteur(s): |
Anca Gabriela Popa
Cristina Mihaela Campian |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Publié dans: | IABSE Conference, Rotterdam, May 2013 | ||||
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| Page(s): | 462-463 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813806521072 | ||||
| Abstrait: |
The paper describes experimental aspects for composite steel-concrete columns, with steel encased profile. Eurocode 4 provides a relative simple method to design composite columns, but it has some restrictions related to cross section; it applies only for bi-symmetric form of the cross section of the steel shape, and for the concrete class, restricted to maximum C50/60. The main of this work is to analyse the behaviour of composite columns having the concrete of a higher class. |
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