Experimental study on performance of cellular lightweight concrete due to exposure high temperature

Generally, making the building load lighter is to use lightweight concrete on wall components. Cellular Lightweight Concrete (CLC) is lighter than red-bricks because CLC contains pores. Changes in temperature due to building fires impact the characteristics and performance of CLC, especially in dens...

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Published in:International Journal of GEOMATE
Main Author: Suryanita R.; Firzal Y.; Maizir H.; Mustafa I.; Arshad M.F.B.
Format: Article
Language:English
Published: GEOMATE International Society 2021
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106641185&doi=10.21660%2f2021.83.6287&partnerID=40&md5=5300b5848e30ab800445609d39d62349
id 2-s2.0-85106641185
spelling 2-s2.0-85106641185
Suryanita R.; Firzal Y.; Maizir H.; Mustafa I.; Arshad M.F.B.
Experimental study on performance of cellular lightweight concrete due to exposure high temperature
2021
International Journal of GEOMATE
21
83
10.21660/2021.83.6287
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106641185&doi=10.21660%2f2021.83.6287&partnerID=40&md5=5300b5848e30ab800445609d39d62349
Generally, making the building load lighter is to use lightweight concrete on wall components. Cellular Lightweight Concrete (CLC) is lighter than red-bricks because CLC contains pores. Changes in temperature due to building fires impact the characteristics and performance of CLC, especially in density, compressive strength, and visual shape of CLC. The research aims to analyze the performance of CLC; compressive strength and appearance of CLC surfaces after exposure to high temperatures. CLC sample is the block with size 60 cm length, 10 cm width, and 20 cm height. Variation of temperature exposure time is 10 minutes, 20 minutes, 30 minutes and 40 minutes. CLC is placed close to traditional brick kilns with an average surface temperature of 370 degrees Celsius along 40 minutes of combustion. The CLC block compressive strength value due to exposure to high temperatures for 40 minutes is 0.3 MPa. The compressive strength of CLC after exposure to high temperatures decreases by 42.3% compared to CLC at room temperature. Whereas, the visual form on the surface of CLC gives rise to a blackish grey colour resulting from exposure to high temperatures. This study indicated that the dry and cracked surface texture on CLC has caused a decrease in the performance includes density and compressive strength of CLC. Therefore, CLC needs to maintain after being exposed to high temperatures by providing an additional layer on the CLC surface. Copyright © Int. J. of GEOMATE. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors.
GEOMATE International Society
21862982
English
Article
All Open Access; Gold Open Access
author Suryanita R.; Firzal Y.; Maizir H.; Mustafa I.; Arshad M.F.B.
spellingShingle Suryanita R.; Firzal Y.; Maizir H.; Mustafa I.; Arshad M.F.B.
Experimental study on performance of cellular lightweight concrete due to exposure high temperature
author_facet Suryanita R.; Firzal Y.; Maizir H.; Mustafa I.; Arshad M.F.B.
author_sort Suryanita R.; Firzal Y.; Maizir H.; Mustafa I.; Arshad M.F.B.
title Experimental study on performance of cellular lightweight concrete due to exposure high temperature
title_short Experimental study on performance of cellular lightweight concrete due to exposure high temperature
title_full Experimental study on performance of cellular lightweight concrete due to exposure high temperature
title_fullStr Experimental study on performance of cellular lightweight concrete due to exposure high temperature
title_full_unstemmed Experimental study on performance of cellular lightweight concrete due to exposure high temperature
title_sort Experimental study on performance of cellular lightweight concrete due to exposure high temperature
publishDate 2021
container_title International Journal of GEOMATE
container_volume 21
container_issue 83
doi_str_mv 10.21660/2021.83.6287
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106641185&doi=10.21660%2f2021.83.6287&partnerID=40&md5=5300b5848e30ab800445609d39d62349
description Generally, making the building load lighter is to use lightweight concrete on wall components. Cellular Lightweight Concrete (CLC) is lighter than red-bricks because CLC contains pores. Changes in temperature due to building fires impact the characteristics and performance of CLC, especially in density, compressive strength, and visual shape of CLC. The research aims to analyze the performance of CLC; compressive strength and appearance of CLC surfaces after exposure to high temperatures. CLC sample is the block with size 60 cm length, 10 cm width, and 20 cm height. Variation of temperature exposure time is 10 minutes, 20 minutes, 30 minutes and 40 minutes. CLC is placed close to traditional brick kilns with an average surface temperature of 370 degrees Celsius along 40 minutes of combustion. The CLC block compressive strength value due to exposure to high temperatures for 40 minutes is 0.3 MPa. The compressive strength of CLC after exposure to high temperatures decreases by 42.3% compared to CLC at room temperature. Whereas, the visual form on the surface of CLC gives rise to a blackish grey colour resulting from exposure to high temperatures. This study indicated that the dry and cracked surface texture on CLC has caused a decrease in the performance includes density and compressive strength of CLC. Therefore, CLC needs to maintain after being exposed to high temperatures by providing an additional layer on the CLC surface. Copyright © Int. J. of GEOMATE. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors.
publisher GEOMATE International Society
issn 21862982
language English
format Article
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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