Temperature Evolution inside Hollow Core Wood Elements and Fire Resistance

Author:

Pereira Domingos1,Fonseca Elza M. M.1ORCID,Osório Miguel1

Affiliation:

1. ISEP, Instituto Politécnico do Porto, R. Dr. António Bernardino de Almeida, 4249-015 Porto, Portugal

Abstract

The present study is focused on wall panels exposed to fire, with the construction building elements we used being made of wood and gypsum board materials. This type of configuration forms hollow core wood due to the constructive process. The aim is to present a numerical study to approach the calculation of the temperature inside hollow core wood elements and measure their fire resistance. The temperature evolution inside the cavities will be obtained with recourses to obtain the heat effect by convection and radiation through the wall elements. A numerical model, previously validated by the authors, will be used to carry out this process. The methodology includes the use of the finite element method in thermal and transient analysis with nonlinear materials to calculate temperature. To measure the fire resistance of the constructive model, the thermal insulation criterion, defined by the EN 1363-1:2020 standard, will be applied. Different results will be presented to discuss and ensure the verification of these fire-resistant elements.

Publisher

MDPI AG

Reference18 articles.

1. Summary of the fire protection foundation report—Fire safety challenges of tall wood buildings;Barber;Fire Sci. Rev.,2005

2. Design and Evaluation of Thin-Walled Hollow-Core Wood-Strand Sandwich Panels;Voth;J. Renew. Mater.,2015

3. (2002). Wisconsin Enrolled Commercial Building Code, Department of Safety and Professional Services. B-75:178.

4. Žajdlík, T., Šuhajda, K., and Průša, D. (2023). Medium-Scale Fire Resistance Testing of Timber Structures with Composite Cement Fibre Materials. Buildings, 13.

5. (2020). Fire Resistance Tests Part 1: General Requirements. Standard No. CEN. EN 1363-1.

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