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Timber Steel-Fibre-Reinforced Concrete Floor Slabs Subjected to Fire

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00312556" target="_blank" >RIV/68407700:21110/18:00312556 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21720/18:00312556

  • Result on the web

    <a href="https://link.springer.com/content/pdf/10.1007%2Fs00107-017-1221-8.pdf" target="_blank" >https://link.springer.com/content/pdf/10.1007%2Fs00107-017-1221-8.pdf</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/s00107-017-1221-8" target="_blank" >10.1007/s00107-017-1221-8</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Timber Steel-Fibre-Reinforced Concrete Floor Slabs Subjected to Fire

  • Original language description

    This paper presents a finite element model (FE model) for a numerical analysis of a composite steel-fibre-reinforced concrete (SFRC) slab with unprotected secondary timber beams subjected to fire, taking tensile membrane action into account. The material models were calibrated by material tests and push-out tests in a preliminary study, and then the FE model was validated against the results of a full-scale furnace test. The validated FE model takes into account geometric and material nonlinearity, mechanical damage due to thermal loading, and the non-linear connection between the SFRC slab and the timber beams. A new material model was created to improve the simulated behaviour of the SFRC, especially in tension. The validated FE model was supplemented by a semi-prob-abilistic safety concept based on the Eurocode standards, and was applied to define the fire resistance of different variants of timber SFRC flooring subjected to fire with various slab dimensions and design loads. This approach will be used to create a catalogue in which the fire resistance will be defined for specific parameters of the structure, for example dimensions, loads and materials. The research presented in this paper follows up on a previous study, which was presented in 2014.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

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)

Others

  • Publication year

    2018

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    European Journal of Wood and Wood Products

  • ISSN

    0018-3768

  • e-ISSN

    1436-736X

  • Volume of the periodical

    76

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    CH - SWITZERLAND

  • Number of pages

    12

  • Pages from-to

    201-212

  • UT code for WoS article

    000419447100018

  • EID of the result in the Scopus database

    2-s2.0-85024476213