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Thickness of zero-strength layer in timber beam exposed to fuel-controlled parametric fires
ID Huč, Sabina (Author), ID Hozjan, Tomaž (Author), ID Pečenko, Robert (Author)

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Abstract
Fire resistance is one of the essential requirements to be fulfilled in the design of timber structures. For this purpose, a reduced cross-section method is given in the European standards, Eurocodes. The method is based on the assumption that an initial, rectangular timber cross-section exposed to fire conditions reduces to an effective cross-section, which has material properties as at a room temperature. The reduced part of the cross-section with no resistance is determined by a sum of two parameters, namely a charring depth and a thickness of zero-strength layer. Eurocodes give a value of the latter only for the standard fire exposure, which is only one of the fire curves proposed in the same standards. Therefore, the present paper examines the thickness of zero-strength layer in case of 46 different fuel-controlled parametric fire exposures applied to a timber beam from three sides. A four-phase numerical analysis is applied for this purpose that includes the use of a hygro-thermal model and a mechanical model to determine temperatures of timber over the cross-section and the mechanical resistance of timber beam in fire conditions, respectively. The results show that the thickness of zero-strength layer takes the values between 7.9 and 18.4 mm for the fuel-controlled parametric fire exposures. Since it is clearly dependent on the parameters describing the parametric fire curve, five equations are proposed that can be used for determination of the thickness of zero-strength layer in case of parametric fire exposures.

Language:English
Keywords:zero-strength layer, parametric fire, timber beam
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
FKKT - Faculty of Chemistry and Chemical Technology
Publication status:Published
Publication version:Version of Record
Year:2023
Number of pages:Str. 929-944
Numbering:Vol. 57, iss. 4
PID:20.500.12556/RUL-151732 This link opens in a new window
UDC:624.011.1:624.072.2:614.84
ISSN on article:0043-7719
DOI:10.1007/s00226-023-01480-8 This link opens in a new window
COBISS.SI-ID:160140291 This link opens in a new window
Publication date in RUL:18.10.2023
Views:467
Downloads:86
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Record is a part of a journal

Title:Wood science and technology
Shortened title:Wood sci. technol.
Publisher:Springer Nature, International Academy of Wood Science
ISSN:0043-7719
COBISS.SI-ID:9151749 This link opens in a new window

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:debelina nenosilnega sloja, parametrični požar, leseni nosilec

Projects

Funder:ARRS - Slovenian Research Agency
Project number:N2-0183
Name:Stohastični model oglenenja lesa v pogojih naravnega požara

Funder:ARRS - Slovenian Research Agency
Project number:P2-0260
Name:Mehanika konstrukcij

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