Experimental Study and Finite Element Analysis on the Flexural Behavior of Steel Fiber Reinforced Recycled Aggregate Concrete Beams

This paper reports on the flexural behavior of nine steel fiber reinforced-recycled aggregate concrete (SFRAC) beams through combined experimental and finite element analysis. The test parameters in this study include the steel fiber volume fraction, recycled aggregate replacement ratio, and concret...

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Published inMaterials Vol. 15; no. 22; p. 8210
Main Authors Guan, Qiaoyan, Yang, Mengyu, Shi, Ke, Zhang, Tao
Format Journal Article
LanguageEnglish
Published Switzerland MDPI AG 18.11.2022
MDPI
Subjects
Aggregates
Analysis
Bearing capacity
Cement
Compression zone
Concrete
Concrete aggregates
Concrete properties
Constitutive models
Construction
Cost control
crack development
Failure modes
Fiber reinforced concretes
Fiber volume fraction
Finite element analysis
Finite element method
flexural behavior
Mathematical models
Mechanical properties
Recycled materials
Reinforcing steels
steel fiber reinforced recycled aggregate concrete
Steel fibers
Tensile strength
China
crack development
finite element analysis
flexural behavior
steel fiber reinforced recycled aggregate concrete
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Abstract This paper reports on the flexural behavior of nine steel fiber reinforced-recycled aggregate concrete (SFRAC) beams through combined experimental and finite element analysis. The test parameters in this study include the steel fiber volume fraction, recycled aggregate replacement ratio, and concrete strength. The failure modes, crack development, load-deflection curves, and flexural bearing capacity of SFRAC beams are investigated in detail. The test results indicated that cracks and concrete crushing are formed in the compression zone of all specimens. The flexural bearing capacity of SFRAC beams increases with the increase of steel fiber volume fraction and concrete strength and the decrease of recycled aggregate replacement ratio. In addition, the results are compared with those of the finite element analysis. Based on the uniaxial compressive constitutive model of SFRAC, a new model for calculating the flexural bearing capacity of SFRAC beams is proposed. The prediction and test results are compared to evaluate the accuracy of the developed formula. The studies may provide a considerable reference for designing this type of structure in engineering practice.
AbstractList This paper reports on the flexural behavior of nine steel fiber reinforced-recycled aggregate concrete (SFRAC) beams through combined experimental and finite element analysis. The test parameters in this study include the steel fiber volume fraction, recycled aggregate replacement ratio, and concrete strength. The failure modes, crack development, load-deflection curves, and flexural bearing capacity of SFRAC beams are investigated in detail. The test results indicated that cracks and concrete crushing are formed in the compression zone of all specimens. The flexural bearing capacity of SFRAC beams increases with the increase of steel fiber volume fraction and concrete strength and the decrease of recycled aggregate replacement ratio. In addition, the results are compared with those of the finite element analysis. Based on the uniaxial compressive constitutive model of SFRAC, a new model for calculating the flexural bearing capacity of SFRAC beams is proposed. The prediction and test results are compared to evaluate the accuracy of the developed formula. The studies may provide a considerable reference for designing this type of structure in engineering practice.
Audience Academic
Author Shi, Ke
Guan, Qiaoyan
Yang, Mengyu
Zhang, Tao
AuthorAffiliation School of Civil Engineering and Architecture, Zhengzhou University of Aeronautics, Zhengzhou 450046, China
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BackLink https://www.ncbi.nlm.nih.gov/pubmed/36431693$$D View this record in MEDLINE/PubMed
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CitedBy_id crossref_primary_10_1016_j_jmrt_2024_05_069
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crossref_primary_10_3390_buildings13123046
crossref_primary_10_1177_13694332231205054
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Issue 22
Keywords crack development
finite element analysis
flexural behavior
steel fiber reinforced recycled aggregate concrete
Language English
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Snippet This paper reports on the flexural behavior of nine steel fiber reinforced-recycled aggregate concrete (SFRAC) beams through combined experimental and finite...
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StartPage 8210
SubjectTerms Aggregates
Analysis
Bearing capacity
Cement
Compression zone
Concrete
Concrete aggregates
Concrete properties
Constitutive models
Construction
Cost control
crack development
Failure modes
Fiber reinforced concretes
Fiber volume fraction
Finite element analysis
Finite element method
flexural behavior
Mathematical models
Mechanical properties
Recycled materials
Reinforcing steels
steel fiber reinforced recycled aggregate concrete
Steel fibers
Tensile strength
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Title Experimental Study and Finite Element Analysis on the Flexural Behavior of Steel Fiber Reinforced Recycled Aggregate Concrete Beams
URI https://www.ncbi.nlm.nih.gov/pubmed/36431693
https://www.proquest.com/docview/2739445193/abstract/
https://search.proquest.com/docview/2740506532
https://pubmed.ncbi.nlm.nih.gov/PMC9694669
https://doaj.org/article/17148826d30e485c90f48b2d93c56846
Volume 15
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