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Mechanical analysis of steel beam protected by OSB

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00357932" target="_blank" >RIV/68407700:21110/22:00357932 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.21495/51-2-365" target="_blank" >https://doi.org/10.21495/51-2-365</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.21495/51-2-365" target="_blank" >10.21495/51-2-365</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Mechanical analysis of steel beam protected by OSB

  • Original language description

    An unprotected steel structure in a fire does not exhibit significant fire resistance. Very often, structural collapse due to excessive deflections occurs within 15 minutes. Fire cladding by OSB appears to be the most environmentally friendly option. Wood in a fire, despite its flammability, is very good at resisting fire, and like char layer is a great insulator. This article focuses on the influence of standard values for the calculation of steel beam displacement. For validation, a large-scale experiment was performed on three steel beams, unprotected, protected by a single-layer OSB cladding and by a two-layer OSB cladding. Experiments have demonstrated the good functionality of the OSB cladding as a fire protective layer. This article presents the influence of input data on the correct approach to mechanical modelling and simulation of steel beam displacement. Experiments have shown the evolution of steel beam deflections. The article recommends sources for input data for simulations up to 600 °C and contemplates further necessary research for modelling.

  • 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

    <a href="/en/project/GF21-30949K" target="_blank" >GF21-30949K: Charring of timber under fully developed natural fire – stochastic modeling</a><br>

  • Continuities

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

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    ENGINEERING MECHANICS 2022

  • ISBN

    978-80-86246-51-2

  • ISSN

    1805-8248

  • e-ISSN

    1805-8256

  • Number of pages

    4

  • Pages from-to

    365-368

  • Publisher name

    Institute of Theoretical and Applied Mechanics, AS CR

  • Place of publication

    Prague

  • Event location

    Milovy

  • Event date

    May 9, 2022

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article