Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis

When exposed to temperatures that are progressively and rapidly raised, large dimension fibre cement boards tend to crack. This occurrence is analysed and explained for a specific issue of asymmetric growth of a curvilinear crack in high temperatures. This phenomenon occurred while performing Single...

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Main Authors: Tomas Veliseicik, Ramune Zurauskiene, Marina Valentukeviciene
Format: Article
Language:English
Published: MDPI AG 2020-10-01
Series:Symmetry
Subjects:
Online Access:https://www.mdpi.com/2073-8994/12/10/1717
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spelling doaj-06f5bfe33c164133872c6710531bbfcf2020-11-25T03:34:51ZengMDPI AGSymmetry2073-89942020-10-01121717171710.3390/sym12101717Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric AnalysisTomas Veliseicik0Ramune Zurauskiene1Marina Valentukeviciene2Faculty of Civil Engineering, Vilnius Gediminas Technical University, Vilnius LT10223, LithuaniaFaculty of Civil Engineering, Vilnius Gediminas Technical University, Vilnius LT10223, LithuaniaFaculty of Environmental Engineering, Vilnius Gediminas Technical University, Vilnius LT10223, LithuaniaWhen exposed to temperatures that are progressively and rapidly raised, large dimension fibre cement boards tend to crack. This occurrence is analysed and explained for a specific issue of asymmetric growth of a curvilinear crack in high temperatures. This phenomenon occurred while performing Single Burning Item (SBI) experiments at fire loads which are higher than those used in countries of the European Union, which better reflect fire events that may occur in high-rise buildings. In such conditions, fibre cement boards crack, allowing the fire to reach the thermal insulating material which then combusts, thereby helping to spread the conflagration to upper floors. This experiment investigated the temperatures at which fibre cement boards crack, and why. Thermal analysis methods and thermogravimetric experiments were conducted on the fibre boards, followed by x-ray phase analysis investigations. During this phase, x-ray structural analysis was performed while the fibre cement was exposed to temperatures of 1000 °C. The article also presents ongoing change results when heating only composite fibre-cement board materials; phase changes that take place in high temperatures are discussed.https://www.mdpi.com/2073-8994/12/10/1717fibre-cementventilated facadeexplosive destructionthermogravimetric analysisX-ray phase analysis in high temperature
collection DOAJ
language English
format Article
sources DOAJ
author Tomas Veliseicik
Ramune Zurauskiene
Marina Valentukeviciene
spellingShingle Tomas Veliseicik
Ramune Zurauskiene
Marina Valentukeviciene
Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis
Symmetry
fibre-cement
ventilated facade
explosive destruction
thermogravimetric analysis
X-ray phase analysis in high temperature
author_facet Tomas Veliseicik
Ramune Zurauskiene
Marina Valentukeviciene
author_sort Tomas Veliseicik
title Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis
title_short Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis
title_full Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis
title_fullStr Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis
title_full_unstemmed Determining the Impact of High Temperature Fire Conditions on Fibre Cement Boards Using Thermogravimetric Analysis
title_sort determining the impact of high temperature fire conditions on fibre cement boards using thermogravimetric analysis
publisher MDPI AG
series Symmetry
issn 2073-8994
publishDate 2020-10-01
description When exposed to temperatures that are progressively and rapidly raised, large dimension fibre cement boards tend to crack. This occurrence is analysed and explained for a specific issue of asymmetric growth of a curvilinear crack in high temperatures. This phenomenon occurred while performing Single Burning Item (SBI) experiments at fire loads which are higher than those used in countries of the European Union, which better reflect fire events that may occur in high-rise buildings. In such conditions, fibre cement boards crack, allowing the fire to reach the thermal insulating material which then combusts, thereby helping to spread the conflagration to upper floors. This experiment investigated the temperatures at which fibre cement boards crack, and why. Thermal analysis methods and thermogravimetric experiments were conducted on the fibre boards, followed by x-ray phase analysis investigations. During this phase, x-ray structural analysis was performed while the fibre cement was exposed to temperatures of 1000 °C. The article also presents ongoing change results when heating only composite fibre-cement board materials; phase changes that take place in high temperatures are discussed.
topic fibre-cement
ventilated facade
explosive destruction
thermogravimetric analysis
X-ray phase analysis in high temperature
url https://www.mdpi.com/2073-8994/12/10/1717
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AT ramunezurauskiene determiningtheimpactofhightemperaturefireconditionsonfibrecementboardsusingthermogravimetricanalysis
AT marinavalentukeviciene determiningtheimpactofhightemperaturefireconditionsonfibrecementboardsusingthermogravimetricanalysis
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