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Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios
Purpose Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3D...
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Published in: | Journal of structural fire engineering 2021-08, Vol.12 (3), p.377-409 |
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container_end_page | 409 |
container_issue | 3 |
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container_title | Journal of structural fire engineering |
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creator | Suntharalingam, Thadshajini Upasiri, Irindu Gatheeshgar, Perampalam Poologanathan, Keerthan Nagaratnam, Brabha Rajanayagam, Heshachanaa Navaratnam, Satheeskumar |
description | Purpose
Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3DPC) walls as the real fire time-temperature curves could be more severe, compared to standard fire curve, in terms of the maximum temperature and the time to reach that maximum temperature. Therefore, this paper aims to describe an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios.
Design/methodology/approach
The fire performance of 3DPC wall was traced through developing an appropriate heat transfer numerical model. The validity of the developed numerical model was confirmed by comparing the time-temperature profiles with available fire test results of 3DPC walls. A detailed parametric study of 140 numerical models were, subsequently, conducted covering different 3DPC wall configurations (i.e. solid, cavity and rockwool infilled cavity), five varying densities and consideration of four fire curves (i.e. standard, hydrocarbon fire, rapid and prolong).
Findings
3DPC walls and Rockwool infilled cavity walls showed superior fire performance. Furthermore, the study indicates that the thermal responses of 3DPC walls exposed to rapid-fire is crucial compared to other fire scenarios.
Research limitations/implications
To investigate the thermal behaviour, ABAQUS allows performing uncoupled and coupled thermal analysis. Coupled analysis is typically used to investigate combined mechanical-thermal behaviour. Since, considered 3DPC wall configurations are non-load bearing, uncouple heat transfer analysis was performed. Time-temperature variations can be obtained to study the thermal response of 3DPC walls.
Originality/value
At present, there is limited study to analyse the behaviour of 3DPC composite wall panels in real fire scenarios. Hence, this paper presents an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios. This research is the first attempt to extensively study the fire performance of non-load bearing 3DPC walls. |
doi_str_mv | 10.1108/JSFE-10-2020-0029 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_crossref_primary_10_1108_JSFE_10_2020_0029</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2775899430</sourcerecordid><originalsourceid>FETCH-LOGICAL-c314t-51a570f55dc7d8c1223be0bab08b57f70bb3b372bd28937fdea458bb830c32c93</originalsourceid><addsrcrecordid>eNptkE1LxDAQhoMouKz7A7wFPFcnSUOSo6y7frDgQb1aknQKXbpNTbp-_HtTVgTBXPLO8L4zzEPIOYNLxkBfPTytVwWDggOHAoCbIzLjUOaG4PL4VzN1ShYpbSE_YYzhekZe121EGjG1abS9RxoaKm7oENt-xJr60PuII2axG0Jqs_qwXUcH22OXKH7mZraNgb7b2IZ9os00L3nspzqdkZPGdgkXP_-cvKxXz8u7YvN4e7-83hResHIsJLNSQSNl7VWtPeNcOARnHWgnVaPAOeGE4q7m2gjV1GhLqZ3TArzg3og5uTjMHWJ422Maq23Yxz6vrLhSUhtTCsgudnD5GFKK2FT5zp2NXxWDaiJZTSSnYiJZTSRzBg4Z3GG0Xf1v5A988Q2YtnUc</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2775899430</pqid></control><display><type>article</type><title>Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios</title><source>Emerald:Jisc Collections:Emerald Subject Collections HE and FE 2024-2026:Emerald Premier (reading list)</source><creator>Suntharalingam, Thadshajini ; Upasiri, Irindu ; Gatheeshgar, Perampalam ; Poologanathan, Keerthan ; Nagaratnam, Brabha ; Rajanayagam, Heshachanaa ; Navaratnam, Satheeskumar</creator><creatorcontrib>Suntharalingam, Thadshajini ; Upasiri, Irindu ; Gatheeshgar, Perampalam ; Poologanathan, Keerthan ; Nagaratnam, Brabha ; Rajanayagam, Heshachanaa ; Navaratnam, Satheeskumar</creatorcontrib><description>Purpose
Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3DPC) walls as the real fire time-temperature curves could be more severe, compared to standard fire curve, in terms of the maximum temperature and the time to reach that maximum temperature. Therefore, this paper aims to describe an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios.
Design/methodology/approach
The fire performance of 3DPC wall was traced through developing an appropriate heat transfer numerical model. The validity of the developed numerical model was confirmed by comparing the time-temperature profiles with available fire test results of 3DPC walls. A detailed parametric study of 140 numerical models were, subsequently, conducted covering different 3DPC wall configurations (i.e. solid, cavity and rockwool infilled cavity), five varying densities and consideration of four fire curves (i.e. standard, hydrocarbon fire, rapid and prolong).
Findings
3DPC walls and Rockwool infilled cavity walls showed superior fire performance. Furthermore, the study indicates that the thermal responses of 3DPC walls exposed to rapid-fire is crucial compared to other fire scenarios.
Research limitations/implications
To investigate the thermal behaviour, ABAQUS allows performing uncoupled and coupled thermal analysis. Coupled analysis is typically used to investigate combined mechanical-thermal behaviour. Since, considered 3DPC wall configurations are non-load bearing, uncouple heat transfer analysis was performed. Time-temperature variations can be obtained to study the thermal response of 3DPC walls.
Originality/value
At present, there is limited study to analyse the behaviour of 3DPC composite wall panels in real fire scenarios. Hence, this paper presents an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios. This research is the first attempt to extensively study the fire performance of non-load bearing 3DPC walls.</description><identifier>ISSN: 2040-2317</identifier><identifier>EISSN: 2040-2325</identifier><identifier>DOI: 10.1108/JSFE-10-2020-0029</identifier><language>eng</language><publisher>Brentwood: Emerald Publishing Limited</publisher><subject>3-D printers ; Composite materials ; Concrete ; Configurations ; Construction ; Design ; Experiments ; Finite element method ; Fire damage ; Fire protection ; Fire resistance ; Fire safety ; Heat transfer ; Hydrocarbons ; Load bearing elements ; Mathematical models ; Numerical models ; Panels ; Property damage ; Temperature profiles ; Thermal analysis ; Thermal response ; Thermodynamic properties ; Three dimensional composites ; Three dimensional printing</subject><ispartof>Journal of structural fire engineering, 2021-08, Vol.12 (3), p.377-409</ispartof><rights>Emerald Publishing Limited</rights><rights>Emerald Publishing Limited.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c314t-51a570f55dc7d8c1223be0bab08b57f70bb3b372bd28937fdea458bb830c32c93</citedby><cites>FETCH-LOGICAL-c314t-51a570f55dc7d8c1223be0bab08b57f70bb3b372bd28937fdea458bb830c32c93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Suntharalingam, Thadshajini</creatorcontrib><creatorcontrib>Upasiri, Irindu</creatorcontrib><creatorcontrib>Gatheeshgar, Perampalam</creatorcontrib><creatorcontrib>Poologanathan, Keerthan</creatorcontrib><creatorcontrib>Nagaratnam, Brabha</creatorcontrib><creatorcontrib>Rajanayagam, Heshachanaa</creatorcontrib><creatorcontrib>Navaratnam, Satheeskumar</creatorcontrib><title>Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios</title><title>Journal of structural fire engineering</title><description>Purpose
Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3DPC) walls as the real fire time-temperature curves could be more severe, compared to standard fire curve, in terms of the maximum temperature and the time to reach that maximum temperature. Therefore, this paper aims to describe an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios.
Design/methodology/approach
The fire performance of 3DPC wall was traced through developing an appropriate heat transfer numerical model. The validity of the developed numerical model was confirmed by comparing the time-temperature profiles with available fire test results of 3DPC walls. A detailed parametric study of 140 numerical models were, subsequently, conducted covering different 3DPC wall configurations (i.e. solid, cavity and rockwool infilled cavity), five varying densities and consideration of four fire curves (i.e. standard, hydrocarbon fire, rapid and prolong).
Findings
3DPC walls and Rockwool infilled cavity walls showed superior fire performance. Furthermore, the study indicates that the thermal responses of 3DPC walls exposed to rapid-fire is crucial compared to other fire scenarios.
Research limitations/implications
To investigate the thermal behaviour, ABAQUS allows performing uncoupled and coupled thermal analysis. Coupled analysis is typically used to investigate combined mechanical-thermal behaviour. Since, considered 3DPC wall configurations are non-load bearing, uncouple heat transfer analysis was performed. Time-temperature variations can be obtained to study the thermal response of 3DPC walls.
Originality/value
At present, there is limited study to analyse the behaviour of 3DPC composite wall panels in real fire scenarios. Hence, this paper presents an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios. This research is the first attempt to extensively study the fire performance of non-load bearing 3DPC walls.</description><subject>3-D printers</subject><subject>Composite materials</subject><subject>Concrete</subject><subject>Configurations</subject><subject>Construction</subject><subject>Design</subject><subject>Experiments</subject><subject>Finite element method</subject><subject>Fire damage</subject><subject>Fire protection</subject><subject>Fire resistance</subject><subject>Fire safety</subject><subject>Heat transfer</subject><subject>Hydrocarbons</subject><subject>Load bearing elements</subject><subject>Mathematical models</subject><subject>Numerical models</subject><subject>Panels</subject><subject>Property damage</subject><subject>Temperature profiles</subject><subject>Thermal analysis</subject><subject>Thermal response</subject><subject>Thermodynamic properties</subject><subject>Three dimensional composites</subject><subject>Three dimensional printing</subject><issn>2040-2317</issn><issn>2040-2325</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNptkE1LxDAQhoMouKz7A7wFPFcnSUOSo6y7frDgQb1aknQKXbpNTbp-_HtTVgTBXPLO8L4zzEPIOYNLxkBfPTytVwWDggOHAoCbIzLjUOaG4PL4VzN1ShYpbSE_YYzhekZe121EGjG1abS9RxoaKm7oENt-xJr60PuII2axG0Jqs_qwXUcH22OXKH7mZraNgb7b2IZ9os00L3nspzqdkZPGdgkXP_-cvKxXz8u7YvN4e7-83hResHIsJLNSQSNl7VWtPeNcOARnHWgnVaPAOeGE4q7m2gjV1GhLqZ3TArzg3og5uTjMHWJ422Maq23Yxz6vrLhSUhtTCsgudnD5GFKK2FT5zp2NXxWDaiJZTSSnYiJZTSRzBg4Z3GG0Xf1v5A988Q2YtnUc</recordid><startdate>20210817</startdate><enddate>20210817</enddate><creator>Suntharalingam, Thadshajini</creator><creator>Upasiri, Irindu</creator><creator>Gatheeshgar, Perampalam</creator><creator>Poologanathan, Keerthan</creator><creator>Nagaratnam, Brabha</creator><creator>Rajanayagam, Heshachanaa</creator><creator>Navaratnam, Satheeskumar</creator><general>Emerald Publishing Limited</general><general>Emerald Group Publishing Limited</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20210817</creationdate><title>Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios</title><author>Suntharalingam, Thadshajini ; Upasiri, Irindu ; Gatheeshgar, Perampalam ; Poologanathan, Keerthan ; Nagaratnam, Brabha ; Rajanayagam, Heshachanaa ; Navaratnam, Satheeskumar</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c314t-51a570f55dc7d8c1223be0bab08b57f70bb3b372bd28937fdea458bb830c32c93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>3-D printers</topic><topic>Composite materials</topic><topic>Concrete</topic><topic>Configurations</topic><topic>Construction</topic><topic>Design</topic><topic>Experiments</topic><topic>Finite element method</topic><topic>Fire damage</topic><topic>Fire protection</topic><topic>Fire resistance</topic><topic>Fire safety</topic><topic>Heat transfer</topic><topic>Hydrocarbons</topic><topic>Load bearing elements</topic><topic>Mathematical models</topic><topic>Numerical models</topic><topic>Panels</topic><topic>Property damage</topic><topic>Temperature profiles</topic><topic>Thermal analysis</topic><topic>Thermal response</topic><topic>Thermodynamic properties</topic><topic>Three dimensional composites</topic><topic>Three dimensional printing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Suntharalingam, Thadshajini</creatorcontrib><creatorcontrib>Upasiri, Irindu</creatorcontrib><creatorcontrib>Gatheeshgar, Perampalam</creatorcontrib><creatorcontrib>Poologanathan, Keerthan</creatorcontrib><creatorcontrib>Nagaratnam, Brabha</creatorcontrib><creatorcontrib>Rajanayagam, Heshachanaa</creatorcontrib><creatorcontrib>Navaratnam, Satheeskumar</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central</collection><collection>ProQuest Databases</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>Journal of structural fire engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Suntharalingam, Thadshajini</au><au>Upasiri, Irindu</au><au>Gatheeshgar, Perampalam</au><au>Poologanathan, Keerthan</au><au>Nagaratnam, Brabha</au><au>Rajanayagam, Heshachanaa</au><au>Navaratnam, Satheeskumar</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios</atitle><jtitle>Journal of structural fire engineering</jtitle><date>2021-08-17</date><risdate>2021</risdate><volume>12</volume><issue>3</issue><spage>377</spage><epage>409</epage><pages>377-409</pages><issn>2040-2317</issn><eissn>2040-2325</eissn><abstract>Purpose
Fire safety of a building is becoming a prominent consideration due to the recent fire accidents and the consequences in terms of loss of life and property damage. ISO 834 standard fire test regulation and simulation cannot be applied to assess the fire performance of 3D printed concrete (3DPC) walls as the real fire time-temperature curves could be more severe, compared to standard fire curve, in terms of the maximum temperature and the time to reach that maximum temperature. Therefore, this paper aims to describe an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios.
Design/methodology/approach
The fire performance of 3DPC wall was traced through developing an appropriate heat transfer numerical model. The validity of the developed numerical model was confirmed by comparing the time-temperature profiles with available fire test results of 3DPC walls. A detailed parametric study of 140 numerical models were, subsequently, conducted covering different 3DPC wall configurations (i.e. solid, cavity and rockwool infilled cavity), five varying densities and consideration of four fire curves (i.e. standard, hydrocarbon fire, rapid and prolong).
Findings
3DPC walls and Rockwool infilled cavity walls showed superior fire performance. Furthermore, the study indicates that the thermal responses of 3DPC walls exposed to rapid-fire is crucial compared to other fire scenarios.
Research limitations/implications
To investigate the thermal behaviour, ABAQUS allows performing uncoupled and coupled thermal analysis. Coupled analysis is typically used to investigate combined mechanical-thermal behaviour. Since, considered 3DPC wall configurations are non-load bearing, uncouple heat transfer analysis was performed. Time-temperature variations can be obtained to study the thermal response of 3DPC walls.
Originality/value
At present, there is limited study to analyse the behaviour of 3DPC composite wall panels in real fire scenarios. Hence, this paper presents an investigation on the fire performance of 3DPC composite wall panels subjected to different fire scenarios. This research is the first attempt to extensively study the fire performance of non-load bearing 3DPC walls.</abstract><cop>Brentwood</cop><pub>Emerald Publishing Limited</pub><doi>10.1108/JSFE-10-2020-0029</doi><tpages>33</tpages></addata></record> |
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ispartof | Journal of structural fire engineering, 2021-08, Vol.12 (3), p.377-409 |
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language | eng |
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source | Emerald:Jisc Collections:Emerald Subject Collections HE and FE 2024-2026:Emerald Premier (reading list) |
subjects | 3-D printers Composite materials Concrete Configurations Construction Design Experiments Finite element method Fire damage Fire protection Fire resistance Fire safety Heat transfer Hydrocarbons Load bearing elements Mathematical models Numerical models Panels Property damage Temperature profiles Thermal analysis Thermal response Thermodynamic properties Three dimensional composites Three dimensional printing |
title | Fire resistance of 3D printed concrete composite wall panels exposed to various fire scenarios |
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