Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete

Polypropylene fibers perform well in roughness enhancement and corrosion resistance. They can dissipate energy when cracks occur in concrete. Furthermore, they can improve the concrete tensile properties by synergistic work with it. To study the tensile properties of the multiscale polypropylene con...

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Main Authors: Ninghui Liang, Jifei Dai, Xinrong Liu
Format: Article
Language:English
Published: Wiley 2016-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2016/9168984
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author Ninghui Liang
Jifei Dai
Xinrong Liu
author_facet Ninghui Liang
Jifei Dai
Xinrong Liu
author_sort Ninghui Liang
collection DOAJ
description Polypropylene fibers perform well in roughness enhancement and corrosion resistance. They can dissipate energy when cracks occur in concrete. Furthermore, they can improve the concrete tensile properties by synergistic work with it. To study the tensile properties of the multiscale polypropylene concrete, uniaxial tensile strength of 18 fiber reinforced and 3 plain concrete specimens was experimentally tested using the paste steel method. The test results indicate that both the strength and the peak strain can be substantially improved. Based on the results, a tensile damage constitutive model was proposed and implemented into FLAC3D for numerical experimentation. The numerical results are consistent with the experimental observations in general and some discrepancies are discussed.
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institution Kabale University
issn 1687-8434
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language English
publishDate 2016-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-3e59f2bd0eea42e2aceed5e3377790072025-02-03T06:08:14ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422016-01-01201610.1155/2016/91689849168984Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber ConcreteNinghui Liang0Jifei Dai1Xinrong Liu2College of Civil Engineering, Chongqing University, Chongqing 400045, ChinaCollege of Civil Engineering, Chongqing University, Chongqing 400045, ChinaCollege of Civil Engineering, Chongqing University, Chongqing 400045, ChinaPolypropylene fibers perform well in roughness enhancement and corrosion resistance. They can dissipate energy when cracks occur in concrete. Furthermore, they can improve the concrete tensile properties by synergistic work with it. To study the tensile properties of the multiscale polypropylene concrete, uniaxial tensile strength of 18 fiber reinforced and 3 plain concrete specimens was experimentally tested using the paste steel method. The test results indicate that both the strength and the peak strain can be substantially improved. Based on the results, a tensile damage constitutive model was proposed and implemented into FLAC3D for numerical experimentation. The numerical results are consistent with the experimental observations in general and some discrepancies are discussed.http://dx.doi.org/10.1155/2016/9168984
spellingShingle Ninghui Liang
Jifei Dai
Xinrong Liu
Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete
Advances in Materials Science and Engineering
title Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete
title_full Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete
title_fullStr Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete
title_full_unstemmed Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete
title_short Study on Tensile Damage Constitutive Model for Multiscale Polypropylene Fiber Concrete
title_sort study on tensile damage constitutive model for multiscale polypropylene fiber concrete
url http://dx.doi.org/10.1155/2016/9168984
work_keys_str_mv AT ninghuiliang studyontensiledamageconstitutivemodelformultiscalepolypropylenefiberconcrete
AT jifeidai studyontensiledamageconstitutivemodelformultiscalepolypropylenefiberconcrete
AT xinrongliu studyontensiledamageconstitutivemodelformultiscalepolypropylenefiberconcrete