Buckling resistance of steel-concrete columns composed of high-strength materials
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90773" target="_blank" >RIV/00216305:26110/10:PU90773 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Buckling resistance of steel-concrete columns composed of high-strength materials
Original language description
The paper deals with some problems of the actual behaviour and buckling resistance of steel-concrete compression members composed of high-strength steel and high-performance concrete. Especially, this paper is directed towards the steel-concrete composite columns of the dimensions used usually for columns of multi-storey buildings. High-strength materials (steel and concrete, too) can effectively increase the load-carrying capacity of members in the case of simple compression, because of their high strengths. In the case of the buckling the load-carrying capacity is significantly influenced by the stiffness (through the slenderness) dependent on the modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in thecase of high-strength concrete the modulus of elasticity increases slowly compared with the strength increasing, so that can influence the buckling resistance negatively. This paper presents brief information and some results of experime
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the International Colloquium on Stability and Ductility of Steel Structures "SDSS'Rio 2010"
ISBN
978-85-285-0137-7
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
Federal University of Rio de Janeiro
Place of publication
Rio de Janeiro
Event location
Rio de Janeiro
Event date
Sep 8, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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