Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete

Recycled aggregate concrete (RAC), composed of aggregates sourced from construction solid waste, has garnered significant attention owing to its notable environmental friendliness. In this study, waterborne epoxy resin (WER) and steel fibers (SFs) were introduced into the RAC to enhance its performa...

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Main Authors: Dongtao Xia, Yu Wang, Kangning Ren
Format: Article
Language:English
Published: MDPI AG 2023-11-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/12/2965
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author Dongtao Xia
Yu Wang
Kangning Ren
author_facet Dongtao Xia
Yu Wang
Kangning Ren
author_sort Dongtao Xia
collection DOAJ
description Recycled aggregate concrete (RAC), composed of aggregates sourced from construction solid waste, has garnered significant attention owing to its notable environmental friendliness. In this study, waterborne epoxy resin (WER) and steel fibers (SFs) were introduced into the RAC to enhance its performance. Orthogonal tests were meticulously designed, with the substitution rate of recycled aggregate (RA), SF dosage and WER dosage as variable factors, to comprehensively analyze the splitting tensile strength and impact resistance of concrete. The impact resistance of concrete was investigated via the drop weight test method. Furthermore, scanning electron microscopy (SEM) was employed to scrutinize the microstructure of concrete, investigating the modification mechanism of WER. The results indicated that the addition of SFs exerted the most pronounced influence on the properties of RAC. As the addition of SFs increased from 0 to 1.0%, there were significant enhancements in the splitting tensile strength and impact energy of the specimens. WER exhibited notable improvements, primarily on the splitting tensile strength, while demonstrating an adverse effect on the impact resistance. Utilizing the Weibull distribution theory, the results of the impact tests were fitted and analyzed to predict the impact life of different mixtures. The predicted results showed high correlations with the measured values.
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spelling doaj.art-eb6f95ce2054422a9d3ef1ef710242842023-12-22T13:58:01ZengMDPI AGBuildings2075-53092023-11-011312296510.3390/buildings13122965Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate ConcreteDongtao Xia0Yu Wang1Kangning Ren2School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan 430068, ChinaSchool of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan 430068, ChinaSchool of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan 430068, ChinaRecycled aggregate concrete (RAC), composed of aggregates sourced from construction solid waste, has garnered significant attention owing to its notable environmental friendliness. In this study, waterborne epoxy resin (WER) and steel fibers (SFs) were introduced into the RAC to enhance its performance. Orthogonal tests were meticulously designed, with the substitution rate of recycled aggregate (RA), SF dosage and WER dosage as variable factors, to comprehensively analyze the splitting tensile strength and impact resistance of concrete. The impact resistance of concrete was investigated via the drop weight test method. Furthermore, scanning electron microscopy (SEM) was employed to scrutinize the microstructure of concrete, investigating the modification mechanism of WER. The results indicated that the addition of SFs exerted the most pronounced influence on the properties of RAC. As the addition of SFs increased from 0 to 1.0%, there were significant enhancements in the splitting tensile strength and impact energy of the specimens. WER exhibited notable improvements, primarily on the splitting tensile strength, while demonstrating an adverse effect on the impact resistance. Utilizing the Weibull distribution theory, the results of the impact tests were fitted and analyzed to predict the impact life of different mixtures. The predicted results showed high correlations with the measured values.https://www.mdpi.com/2075-5309/13/12/2965waterborne epoxy resinsteel fiber-reinforced recycled aggregate concreteimpact resistanceWeibull distribution theoryorthogonal experiment
spellingShingle Dongtao Xia
Yu Wang
Kangning Ren
Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete
Buildings
waterborne epoxy resin
steel fiber-reinforced recycled aggregate concrete
impact resistance
Weibull distribution theory
orthogonal experiment
title Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete
title_full Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete
title_fullStr Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete
title_full_unstemmed Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete
title_short Experimental Study on the Impact Resistance of Polymer-Modified Steel Fiber-Reinforced Recycled Aggregate Concrete
title_sort experimental study on the impact resistance of polymer modified steel fiber reinforced recycled aggregate concrete
topic waterborne epoxy resin
steel fiber-reinforced recycled aggregate concrete
impact resistance
Weibull distribution theory
orthogonal experiment
url https://www.mdpi.com/2075-5309/13/12/2965
work_keys_str_mv AT dongtaoxia experimentalstudyontheimpactresistanceofpolymermodifiedsteelfiberreinforcedrecycledaggregateconcrete
AT yuwang experimentalstudyontheimpactresistanceofpolymermodifiedsteelfiberreinforcedrecycledaggregateconcrete
AT kangningren experimentalstudyontheimpactresistanceofpolymermodifiedsteelfiberreinforcedrecycledaggregateconcrete