Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate

In order to study the influence of physical properties and volume content of coarse aggregate on concrete strength, the effective water absorption, apparent density and crushing index of different types of coarse aggregate were tested; the contribution strength coefficient and reinforcement coeffici...

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Main Authors: Xiaohong Chen, Yueyue Zhang, Pei Ge
Format: Article
Language:English
Published: Taylor & Francis Group 2024-01-01
Series:Journal of Asian Architecture and Building Engineering
Subjects:
Online Access:http://dx.doi.org/10.1080/13467581.2023.2238021
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author Xiaohong Chen
Yueyue Zhang
Pei Ge
author_facet Xiaohong Chen
Yueyue Zhang
Pei Ge
author_sort Xiaohong Chen
collection DOAJ
description In order to study the influence of physical properties and volume content of coarse aggregate on concrete strength, the effective water absorption, apparent density and crushing index of different types of coarse aggregate were tested; the contribution strength coefficient and reinforcement coefficient of coarse and fine aggregate were proposed according to the mechanics of composite materials, the optimal range of the volume content of coarse and fine aggregate was determined, the calculation equation of concrete compressive strength based on the properties of coarse aggregate and the volume content of coarse and fine aggregate was established. The results show that: the effective water absorption of recycled brick aggregate (RBA) is 8.18% and that of natural aggregate (NA) is 0.32%; the apparent density of NA is 2713 kg/m3 and that of RBA is 2100 kg/m3; the crushing index of NA is 18.07% and that of RBA is 30.59%; furthermore, the crushing value of RBA is close to that of cement mortar with water cement ratio of 0.46; NA has a greater range of strengthening the compressive strength of concrete than RBA; when sand cement ratio is between 0.3 and 2.5, both Ks’ and Ks are greater than 1; when sand cement ratio is about 0.5, Ks’ reach the maximum value; when sand cement ratio is about 0.75, Ks reach the maximum value; the calculation equation of concrete compressive strength established in this paper has a good prediction effect, which provides a new idea for the calculation method of concrete compressive strength.
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spelling doaj.art-ddb8c4972ffe44df9bedb05a50bb5bf32024-02-01T14:39:33ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522024-01-0123120421910.1080/13467581.2023.22380212238021Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregateXiaohong Chen0Yueyue Zhang1Pei Ge2Zhengzhou Railway Vocational & Technical CollegeZhengzhou Railway Vocational & Technical CollegeChangzhou Institute of TechnologyIn order to study the influence of physical properties and volume content of coarse aggregate on concrete strength, the effective water absorption, apparent density and crushing index of different types of coarse aggregate were tested; the contribution strength coefficient and reinforcement coefficient of coarse and fine aggregate were proposed according to the mechanics of composite materials, the optimal range of the volume content of coarse and fine aggregate was determined, the calculation equation of concrete compressive strength based on the properties of coarse aggregate and the volume content of coarse and fine aggregate was established. The results show that: the effective water absorption of recycled brick aggregate (RBA) is 8.18% and that of natural aggregate (NA) is 0.32%; the apparent density of NA is 2713 kg/m3 and that of RBA is 2100 kg/m3; the crushing index of NA is 18.07% and that of RBA is 30.59%; furthermore, the crushing value of RBA is close to that of cement mortar with water cement ratio of 0.46; NA has a greater range of strengthening the compressive strength of concrete than RBA; when sand cement ratio is between 0.3 and 2.5, both Ks’ and Ks are greater than 1; when sand cement ratio is about 0.5, Ks’ reach the maximum value; when sand cement ratio is about 0.75, Ks reach the maximum value; the calculation equation of concrete compressive strength established in this paper has a good prediction effect, which provides a new idea for the calculation method of concrete compressive strength.http://dx.doi.org/10.1080/13467581.2023.2238021volume content of coarse and fine aggregatesand cement ratiocontribution strength coefficientenhancement coefficientcalculation method of concrete strength
spellingShingle Xiaohong Chen
Yueyue Zhang
Pei Ge
Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
Journal of Asian Architecture and Building Engineering
volume content of coarse and fine aggregate
sand cement ratio
contribution strength coefficient
enhancement coefficient
calculation method of concrete strength
title Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
title_full Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
title_fullStr Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
title_full_unstemmed Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
title_short Research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
title_sort research on the calculation method of concrete compressive strength based on volume content of recycled coarse aggregate and fine aggregate
topic volume content of coarse and fine aggregate
sand cement ratio
contribution strength coefficient
enhancement coefficient
calculation method of concrete strength
url http://dx.doi.org/10.1080/13467581.2023.2238021
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AT peige researchonthecalculationmethodofconcretecompressivestrengthbasedonvolumecontentofrecycledcoarseaggregateandfineaggregate