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Flexural stiffness of the composite steel and fibre-reinforced concrete circular hollow section column

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313316" target="_blank" >RIV/68407700:21110/17:00313316 - isvavai.cz</a>

  • Result on the web

    <a href="http://concrete.fsv.cvut.cz/fc2017/" target="_blank" >http://concrete.fsv.cvut.cz/fc2017/</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/246/1/012021" target="_blank" >10.1088/1757-899X/246/1/012021</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Flexural stiffness of the composite steel and fibre-reinforced concrete circular hollow section column

  • Original language description

    The recent development in technology of production and transportation of steel fibre-reinforced concrete enables its utilization in composite steel-concrete structures. This work is a part of a project which focuses on development of mechanical behaviour of circular hollow section (CHS) composite steel and fibre-concrete (SFRC) columns at elevate temperature. Research includes two levels of accuracy/complexity, allowing simplified or advanced approach for design that follows upcoming changes in European standard for composite member design in fire EN1994-1-2 [1]. One part is dedicated to determination and description of flexural stiffness of the SFRC CHS columns. To determinate flexural stiffness were prepared series of pure bending tests at elevated and ambient temperature. Presented paper focuses on the results of the tests and determination of flexural stiffness at ambient temperature. Obtained outputs were compared to data of existing studies about concrete-filled tube members with plain concrete and values analytically calculated according to the existing European standard EN1994-1-1 [2].

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA15-19073S" target="_blank" >GA15-19073S: Models of steel and fibre concrete composite columns exposed to fire</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Fibre Concrete 2017

  • ISBN

  • ISSN

    1757-8981

  • e-ISSN

    1757-899X

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    IOP Publishing Ltd

  • Place of publication

    Bristol

  • Event location

    Praha

  • Event date

    Sep 13, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000423733300021