Proceedings Vol. 21 (2015)
ENGINEERING MECHANICS 2015
May 11 – 14, 2015, Svratka, Czech Republic
Copyright © 2015 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 72 - 73, full text
Composite steel-concrete columns with solid steel profiles are characterized as highresistance columns. Design of these columns is limited in practice due to absence of simplified design method according to EN 1994-1-1 [1]. Reasons are residual stresses in steel profile caused by fabrication process and limitation strains in concrete. Recommendations have been determined for simplified design method according to EN 1994-1-1 for composite columns with cross-section type of high strength concrete filled steel tube with solid steel profile. These recommendations have not been verified yet in application of columns with cross-section type of solid steel profile covered by reinforced concrete. !
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