Effects of Stability on the Resistance of Composite Concrete-Filled Rectangular Steel Pipes According to World Standards
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Ruslan Kanishchev
Vincent Kvočák |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015 | ||||
| Published in: | IABSE Conference Nara 2015 | ||||
|
|||||
| Page(s): | 318-319 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815815775169 | ||||
| Abstract: |
The paper presented pertains to the effects of local and global stability on the resistance of concrete- filled hollow steel sections subject to compression, mainly the resistance of rectangular composite columns. The existent valid world standards, such as Eurocode 4, DBN V.2.6 - 160:2010, SUOS2011, ANSI/AISC 360-10, CAN/CSA-S16-01 concerning the design of such structures are presented, which stipulate several methods of taking account of the effects of local and global stability on the resistance of structural members. The paper demonstrates and compares these methods on the example verifying a concrete-filled rectangular hollow steel section subject to axial compression. Based on the comparison, the progress of further research into filled composite sections with the account of local and global stability effects is outlined. |
||||
| Keywords: |
composite structures design codes column local buckling global stability
|
||||