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Mechanical properties of spruce wood extracted from glt beams loaded by fire

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351533" target="_blank" >RIV/68407700:21110/21:00351533 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.3390/su13105494" target="_blank" >https://doi.org/10.3390/su13105494</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.3390/su13105494" target="_blank" >10.3390/su13105494</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Mechanical properties of spruce wood extracted from glt beams loaded by fire

  • Original language description

    Heating wood to high temperature changes either temporarily or permanently its physical properties. This issue is addressed in the present contribution by examining the effect of high temperature on residual mechanical properties of spruce wood, grounding on the results of full-scale fire tests performed on GLT beams. Given these tests, a computational model was developed to provide through-thickness temperature profiles allowing for the estimation of a charring depth on the one hand and on the other hand assigning a particular temperature to each specimen used subsequently in small-scale tensile tests. The measured Young's moduli and tensile strengths were accompanied by the results from three-point bending test carried out on two groups of beams exposed to fire of a variable duration and differing in the width of the cross-section, b=100 mm (Group 1) and b=160 mm (Group 2). As expected, increasing the fire duration and reducing the initial beam cross-section reduces the residual bending strength. A negative impact of high temperature on residual strength has also been observed from simple tensile tests, although limited to a very narrow layer adjacent to the charring front not even exceeding a typically adopted value of the zero-strength layer d(0)=7 mm. On the contrary, the impact on stiffness is relatively mild supporting the thermal recovery property of wood.

  • 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

    <a href="/en/project/GA18-05791S" target="_blank" >GA18-05791S: Fire resistance of glued laminated timber beams including uncertainties</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    SUSTAINABILITY

  • ISSN

    2071-1050

  • e-ISSN

    2071-1050

  • Volume of the periodical

    13

  • Issue of the periodical within the volume

    10

  • Country of publishing house

    CH - SWITZERLAND

  • Number of pages

    19

  • Pages from-to

  • UT code for WoS article

    000662629100001

  • EID of the result in the Scopus database

    2-s2.0-85106320508