Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/14501
Title: Buckling of steel and composite steel and concrete columns in case of fire
Authors: Correia, Antonio M. 
Rodrigues, João Paulo C. 
Keywords: Fire; Resistance; Buckling; Steel; Concrete; Columns; Walls
Issue Date: 2010
Publisher: Federal University of Rio de Janeiro
State University of Rio de Janeiro
Citation: CORREIA, Antonio M.; RODRIGUES, João Paulo C. - Buckling of steel and composite steel and concrete columns in case of fire. In BATISTA, E.; VELLASCO, P.; LIMA, L. de, ed lit. - SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings. Rio de Janeiro : Federal University; State University, 2010. ISBN 978-85-285-0137-7. Vol. 1, p. 489-496
Serial title, monograph or event: SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings
Volume: 1
Place of publication or event: Rio de Janeiro
Abstract: Bare steel columns are known to have a very low fire resistance. The high thermal conductivity and the sudden decrease of the steel yield stress and Young Modulus in function of the temperature are responsible for this behaviour. The purpose of this study is to compare different modes of failure of building steel columns. The buckling of the columns is strongly influenced by the contact with other elements such as brick walls. Three types of situations were compared: steel columns embedded on brick walls, bare steel columns and composite columns made of partially encased steel sections. The deformed shapes of the columns are analyzed in this work.
URI: http://hdl.handle.net/10316/14501
ISBN: 978-85-285-0137-7
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos e Resumos em Livros de Actas

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