Comments on Ductility of Concrete Encased Composite Columns
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Anca Gabriela Popa
Cristina Mihaela Campian |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Published in: | IABSE Conference, Rotterdam, May 2013 | ||||
|
|||||
| Page(s): | 462-463 | ||||
| Total no. of pages: | 7 | ||||
| Year: | 2013 | ||||
| DOI: | 10.2749/222137813806521072 | ||||
| Abstract: |
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. |
||||
| Keywords: |
experimental tests high strength concrete composite steel-concrete columns
|
||||