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Steel-concrete composite columns composed of high-strength materials ? experimental analysis of buckling resistance

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU101672" target="_blank" >RIV/00216305:26110/12:PU101672 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Steel-concrete composite columns composed of high-strength materials ? experimental analysis of buckling resistance

  • 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 in the resistance of columns in the case of simple compression, because of their high strengths. Inthe case of the buckling the resistance is significantly influenced by the stiffness (through the slenderness) dependent on the Young's modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in the case of high-strength concrete the modulus of elasticity increases more slowly compared with the strength increasing, so that Young's modulus of both materials can influence the buckling resistance negatively. This paper presents brief information an

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

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>S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2012

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Advances in Civil Engineering and Building Materials

  • ISBN

    978-0-415-64342-9

  • ISSN

  • e-ISSN

  • Number of pages

    5

  • Pages from-to

    755-759

  • Publisher name

    CRC Press, Taylor and Francis Group, BALKEMA

  • Place of publication

    Hong Kong

  • Event location

    Hong Kong

  • Event date

    Nov 17, 2012

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article