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Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete

The increase in the population creates an increased demand for construction activities with eco-friendly, sustainable, and high-performance materials. Insulated concrete form (ICF) is an emerging technology that satisfies the sustainability demands of the construction sector. ICF is a composite mate...

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Autores principales: Kanagaraj, Balamurali, Kiran, Tattukolla, Gunasekaran, Jayakumar, Nammalvar, Anand, Arulraj, Prince, Gurupatham, Beulah Gnana Ananthi, Roy, Krishanu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9785916/
https://www.ncbi.nlm.nih.gov/pubmed/36556605
http://dx.doi.org/10.3390/ma15248801
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author Kanagaraj, Balamurali
Kiran, Tattukolla
Gunasekaran, Jayakumar
Nammalvar, Anand
Arulraj, Prince
Gurupatham, Beulah Gnana Ananthi
Roy, Krishanu
author_facet Kanagaraj, Balamurali
Kiran, Tattukolla
Gunasekaran, Jayakumar
Nammalvar, Anand
Arulraj, Prince
Gurupatham, Beulah Gnana Ananthi
Roy, Krishanu
author_sort Kanagaraj, Balamurali
collection PubMed
description The increase in the population creates an increased demand for construction activities with eco-friendly, sustainable, and high-performance materials. Insulated concrete form (ICF) is an emerging technology that satisfies the sustainability demands of the construction sector. ICF is a composite material (a combination of expanded polystyrene (EPS) and geopolymer concrete (GPC)) that enhances the performance of concrete (such as thermal insulation and mechanical properties). To investigate the axial strength performance, five different types of prototypes were created and tested. Type I (without reinforcement): (a) hollow EPS without concrete, (b) alternative cells of EPS filled with concrete, (c) and all the cells of EPS filled with concrete; and Type II (with reinforcement): (d) alternative cells of EPS filled with concrete; (e) and all the cells of EPS filled with concrete. Amongst all the five prototypes, two grades of GPC were employed. M15 and M20 grades are used to examine the effectiveness in terms of cost. For comparing the test results, a reference masonry unit was constructed with conventional clay bricks. The main aim of the investigation is to examine the physical and mechanical performance of sandwich-type ICFs. The presence of polystyrene in ICF changes the failure pattern from brittle to ductile. The result from the study reveals that the Type II prototype, i.e., the specimen with all the cells of EPS filled with concrete and reinforcement, possesses a maximum load-carrying capacity greater than the reference masonry unit. Therefore, the proposed ICF is recommended to replace the conventional load-bearing system and non-load-bearing walls.
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spelling pubmed-97859162022-12-24 Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete Kanagaraj, Balamurali Kiran, Tattukolla Gunasekaran, Jayakumar Nammalvar, Anand Arulraj, Prince Gurupatham, Beulah Gnana Ananthi Roy, Krishanu Materials (Basel) Article The increase in the population creates an increased demand for construction activities with eco-friendly, sustainable, and high-performance materials. Insulated concrete form (ICF) is an emerging technology that satisfies the sustainability demands of the construction sector. ICF is a composite material (a combination of expanded polystyrene (EPS) and geopolymer concrete (GPC)) that enhances the performance of concrete (such as thermal insulation and mechanical properties). To investigate the axial strength performance, five different types of prototypes were created and tested. Type I (without reinforcement): (a) hollow EPS without concrete, (b) alternative cells of EPS filled with concrete, (c) and all the cells of EPS filled with concrete; and Type II (with reinforcement): (d) alternative cells of EPS filled with concrete; (e) and all the cells of EPS filled with concrete. Amongst all the five prototypes, two grades of GPC were employed. M15 and M20 grades are used to examine the effectiveness in terms of cost. For comparing the test results, a reference masonry unit was constructed with conventional clay bricks. The main aim of the investigation is to examine the physical and mechanical performance of sandwich-type ICFs. The presence of polystyrene in ICF changes the failure pattern from brittle to ductile. The result from the study reveals that the Type II prototype, i.e., the specimen with all the cells of EPS filled with concrete and reinforcement, possesses a maximum load-carrying capacity greater than the reference masonry unit. Therefore, the proposed ICF is recommended to replace the conventional load-bearing system and non-load-bearing walls. MDPI 2022-12-09 /pmc/articles/PMC9785916/ /pubmed/36556605 http://dx.doi.org/10.3390/ma15248801 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Kanagaraj, Balamurali
Kiran, Tattukolla
Gunasekaran, Jayakumar
Nammalvar, Anand
Arulraj, Prince
Gurupatham, Beulah Gnana Ananthi
Roy, Krishanu
Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete
title Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete
title_full Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete
title_fullStr Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete
title_full_unstemmed Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete
title_short Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete
title_sort performance of sustainable insulated wall panels with geopolymer concrete
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9785916/
https://www.ncbi.nlm.nih.gov/pubmed/36556605
http://dx.doi.org/10.3390/ma15248801
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