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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Predicting the thickness of zero-strength layer in timber beam exposed to parametric fires</dc:title><dc:creator>Huč,	Sabina	(Avtor)
	</dc:creator><dc:creator>Pečenko,	Robert	(Avtor)
	</dc:creator><dc:creator>Hozjan,	Tomaž	(Avtor)
	</dc:creator><dc:subject>charring depth</dc:subject><dc:subject>fire resistance</dc:subject><dc:subject>parametric fire</dc:subject><dc:subject>reduced cross-section method</dc:subject><dc:subject>timber beam</dc:subject><dc:subject>zero-strength layer</dc:subject><dc:subject>numerical modelling</dc:subject><dc:subject>hygro-thermal analysis</dc:subject><dc:subject>numerical model</dc:subject><dc:subject>thickness</dc:subject><dc:description>In the design of timber structures, the mechanical resistance in fire conditions has to be ensured among others. In the European standards, Eurocodes, the reduced cross-section method is given to determine mechanical resistance of timber structural elements in fire conditions. The reduced cross-section method is based on an effective cross-section that is determined by two key parameters, namely the charring depth and the thickness of zero-strength layer where the latter accounts for the reductions of the stiffness and the strength of timber due to elevated temperatures. Although, the thickness of zero-strength layer of 7 mm is only prescribed for the ISO 834 standard fire exposure longer than 20 min in the Eurocodes, the same value is often used for non-standard fire exposures as well, which might not always be correct. Thus, in the present paper the thickness of zero-strength layer is investigated for a timber beam exposed to 44 different parametric fires by means of advanced numerical models and a simple design method. A hygro-thermal model and a mechanical model are applied to determine the temperature field over a timber beam cross-section and the mechanical resistance of the beam during fire exposure, respectively. The simple design method is based on the reduced cross-section method. The obtained results show that the thickness of zero-strength layer varies between 8.4 mm and 30.5 mm, which are substantially higher values than the value of 7 mm suggested in the Eurocodes for the standard fire exposure. The results also indicate that the thickness of zero-strength layer is not a constant value and should be written as a function of the parameters defining a parametric fire curve. Alternatively, the effective cross-section could be simply determined by finding the combined thickness of zero-strength layer and charring depth at temperature of about 90 °C.</dc:description><dc:date>2021</dc:date><dc:date>2021-03-04 22:11:21</dc:date><dc:type>Članek v reviji</dc:type><dc:identifier>125118</dc:identifier><dc:identifier>UDK: 614.84:624.011.1:624.072.2</dc:identifier><dc:identifier>ISSN pri članku: 0141-0296</dc:identifier><dc:identifier>DOI: 10.1016/j.engstruct.2020.111608</dc:identifier><dc:identifier>COBISS_ID: 42650371</dc:identifier><dc:identifier>OceCobissID: 7750666</dc:identifier><dc:language>sl</dc:language></metadata>
