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Steel FRC slab in compression in composite steel-concrete frame joints

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351604" target="_blank" >RIV/68407700:21110/21:00351604 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Steel FRC slab in compression in composite steel-concrete frame joints

  • Original language description

    The objective of the research is a steel fiber-reinforced concrete slab in compression in a composite frame joint. EN 1998-1 relates only to composite joints with common concrete slab. This standard prescribes two mechanisms: mechanism 1 acts in the concrete slab with a con-centrated compressive force on the column flange; mechanism 2 consists of struts and tie model, where concrete struts compress the concave parts of the column cross-section. By these mechanisms, it is prescribed inaccurate formula for the effective width calculation of a common concrete slab in compression in the nodal zone, as the standard procedure does not consider the contribution of the confinement effect to the resistance of mechanism 1. Mecha-nism 1 represents a direct bearing of the concrete slab against the column flange. There is a concrete slab in compression confined by transverse reinforcement, slab continuity around the column flange and friction on the column flange. Moreover, some publications describe different inclination of the concrete struts of mechanism 2. The resistance of mechanism 2 significantly depends on this inclination. The aim of this work is to derive a more accurate formula for calculation the effective width of the steel fiber-reinforced concrete slab in com-pression in the nodal zone. Experiment with real-sized isolated composite joint, validation of ATENA numerical models and parametric study of composite joints with fiber-reinforced concrete slab are the main steps of this research.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    EUROSTEEL 2021 Sheffield — Steel's coming home

  • ISBN

  • ISSN

    2509-7075

  • e-ISSN

    2509-7075

  • Number of pages

    6

  • Pages from-to

    540-545

  • Publisher name

    Ernst & Sohn

  • Place of publication

    Berlin

  • Event location

    Sheffield

  • Event date

    Sep 1, 2021

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article