Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology

Abstract The construction sector is promoting eco-friendly materials to combat global warming. Researchers use crumb rubber (CR) in concrete due to its ductility and hardness, but studies show it can decrease strength. Therefore, the addition of PVA fiber improves the mechanical properties of CR con...

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Main Authors: Naraindas Bheel, Abhijeet Vidyadhar Baikerikar, Bashar S. Mohammed
Format: Article
Language:English
Published: SpringerOpen 2025-01-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:https://doi.org/10.1186/s40069-024-00740-6
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author Naraindas Bheel
Abhijeet Vidyadhar Baikerikar
Bashar S. Mohammed
author_facet Naraindas Bheel
Abhijeet Vidyadhar Baikerikar
Bashar S. Mohammed
author_sort Naraindas Bheel
collection DOAJ
description Abstract The construction sector is promoting eco-friendly materials to combat global warming. Researchers use crumb rubber (CR) in concrete due to its ductility and hardness, but studies show it can decrease strength. Therefore, the addition of PVA fiber improves the mechanical properties of CR concrete. The research aims to assess the mechanical and physical characteristics of concrete by utilizing RSM modeling and optimization, comparing the effects of CR replacement for sand and PVA fiber by volume fraction. It has been observed that the optimum compressive, tensile and flexural strengths were observed by 49 MPa, 4.31 MPa, and 5.88 MPa at 10% of sand replaced with CR and 1.5% of PVA fiber together at 28 days, respectively. In addition, water absorption improves with increased CR and PVA fiber in concrete, while dry density decreases with increased CR and PVA fiber quantity in concrete at 28 days, respectively. Moreover, RSM was utilized to develop response prediction models with R2 coefficients ranged from 97 to 99%. Furthermore, the enhancement of embodied carbon is seen when the volume percent of PVA fiber and CR increases in concrete. Additionally, using 10% CR instead of sand and adding 1.5% PVA fiber has been proven to deliver favourable outcomes for the construction sector therefore it is recommended for construction purpose.
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issn 2234-1315
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publishDate 2025-01-01
publisher SpringerOpen
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series International Journal of Concrete Structures and Materials
spelling doaj-art-fd80bdd0313f4dea9a7999ca2fc0616a2025-01-26T12:21:22ZengSpringerOpenInternational Journal of Concrete Structures and Materials2234-13152025-01-0119112310.1186/s40069-024-00740-6Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface MethodologyNaraindas Bheel0Abhijeet Vidyadhar Baikerikar1Bashar S. Mohammed2Department of Civil and Environmental Engineering, Universiti Teknologi PETRONASDepartment of Civil and Environmental Engineering, Universiti Teknologi PETRONASDepartment of Civil and Environmental Engineering, Universiti Teknologi PETRONASAbstract The construction sector is promoting eco-friendly materials to combat global warming. Researchers use crumb rubber (CR) in concrete due to its ductility and hardness, but studies show it can decrease strength. Therefore, the addition of PVA fiber improves the mechanical properties of CR concrete. The research aims to assess the mechanical and physical characteristics of concrete by utilizing RSM modeling and optimization, comparing the effects of CR replacement for sand and PVA fiber by volume fraction. It has been observed that the optimum compressive, tensile and flexural strengths were observed by 49 MPa, 4.31 MPa, and 5.88 MPa at 10% of sand replaced with CR and 1.5% of PVA fiber together at 28 days, respectively. In addition, water absorption improves with increased CR and PVA fiber in concrete, while dry density decreases with increased CR and PVA fiber quantity in concrete at 28 days, respectively. Moreover, RSM was utilized to develop response prediction models with R2 coefficients ranged from 97 to 99%. Furthermore, the enhancement of embodied carbon is seen when the volume percent of PVA fiber and CR increases in concrete. Additionally, using 10% CR instead of sand and adding 1.5% PVA fiber has been proven to deliver favourable outcomes for the construction sector therefore it is recommended for construction purpose.https://doi.org/10.1186/s40069-024-00740-6ConcreteCrumb rubberPVA fiberMechanical propertiesEmbodied carbonRSM modeling and optimization
spellingShingle Naraindas Bheel
Abhijeet Vidyadhar Baikerikar
Bashar S. Mohammed
Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology
International Journal of Concrete Structures and Materials
Concrete
Crumb rubber
PVA fiber
Mechanical properties
Embodied carbon
RSM modeling and optimization
title Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology
title_full Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology
title_fullStr Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology
title_full_unstemmed Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology
title_short Using Optimization Techniques on Mechanical Characteristics and Sustainability Assessment of Rubberized Concrete Blended with PVA Fiber Through Response Surface Methodology
title_sort using optimization techniques on mechanical characteristics and sustainability assessment of rubberized concrete blended with pva fiber through response surface methodology
topic Concrete
Crumb rubber
PVA fiber
Mechanical properties
Embodied carbon
RSM modeling and optimization
url https://doi.org/10.1186/s40069-024-00740-6
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