Comparative analysis of dynamic constitutive response of hybrid fibre-reinforced concrete with different matrix strengths

•The addition of basalt fibre and polypropylene fibre increases the dynamic compressive behaviour of concrete.•Increasing the matrix strength and improving the strain rate exhibited a similar impact on the damage pattern of basalt fibre and polypropylene fibre.•Basalt fibre mainly contributes to the...

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Published inInternational journal of impact engineering Vol. 148; p. 103763
Main Authors Fu, Qiang, Bu, Mengxin, Xu, Wenrui, Chen, Lou, Li, Dan, He, Jiaqi, Kou, Hailei, Li, He
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.02.2021
Elsevier BV
Subjects
Basalt
Basalt fibre
Compressive properties
Compressive strength
Constitutive models
Damage patterns
Dynamic damage constitutive model
Dynamic mechanical properties
Energy dissipation
Fiber reinforced concretes
Impact damage
Mechanical properties
Polypropylene
Polypropylene fibre
Reinforced concrete
Split Hopkinson pressure bar
Split Hopkinson pressure bars
Strain rate
Toughness
Dynamic damage constitutive model
Toughness
Split Hopkinson pressure bar
Basalt fibre
Polypropylene fibre
Strain rate
Online AccessGet full text
ISSN0734-743X
1879-3509
DOI10.1016/j.ijimpeng.2020.103763

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Abstract •The addition of basalt fibre and polypropylene fibre increases the dynamic compressive behaviour of concrete.•Increasing the matrix strength and improving the strain rate exhibited a similar impact on the damage pattern of basalt fibre and polypropylene fibre.•Basalt fibre mainly contributes to the strength of concrete, and polypropylene fibre mainly contributes to the energy consumption.•A dynamic damage constitutive model was established. In this study, the dynamic compressive behaviour of concrete reinforced with hybrid basalt-polypropylene fibres (HBPRC) and different matrix strengths was investigated using a split Hopkinson pressure bar. The results indicated that the differences between the highest dynamic strength and the dynamic strength of the reference concrete for each matrix strength grade increased from 6.63 MPa, 3.77 MPa, and 4.80 MPa under the minimum strain rates to 7.16 MPa, 9.04 MPa, and 12.08 MPa under the maximum strain rates. The strain rate effect of dynamic compressive strength of HBPRC was increased by increasing the volume of hybrid basalt fibre (BF) and polypropylene fibre (PF) from 0.1% to 0.2%, but was decreased with increasing matrix strength. The toughness was increased with increasing strain rate, hybrid BF and PF volume, and matrix strength. A microscopic test indicated that an increase in the matrix strength and strain rate exhibited a similar impact on the damage patterns of BF and PF. The primary effect of BF on the dynamic mechanical properties of HBPRC was to increase the strength and that of the PF was to improve the energy dissipation. A dynamic damage constitutive model for HBPRC was established based on the continuum media and statistical damage theories, and its validity was verified. [Display omitted]
AbstractList In this study, the dynamic compressive behaviour of concrete reinforced with hybrid basalt-polypropylene fibres (HBPRC) and different matrix strengths was investigated using a split Hopkinson pressure bar. The results indicated that the differences between the highest dynamic strength and the dynamic strength of the reference concrete for each matrix strength grade increased from 6.63 MPa, 3.77 MPa, and 4.80 MPa under the minimum strain rates to 7.16 MPa, 9.04 MPa, and 12.08 MPa under the maximum strain rates. The strain rate effect of dynamic compressive strength of HBPRC was increased by increasing the volume of hybrid basalt fibre (BF) and polypropylene fibre (PF) from 0.1% to 0.2%, but was decreased with increasing matrix strength. The toughness was increased with increasing strain rate, hybrid BF and PF volume, and matrix strength. A microscopic test indicated that an increase in the matrix strength and strain rate exhibited a similar impact on the damage patterns of BF and PF. The primary effect of BF on the dynamic mechanical properties of HBPRC was to increase the strength and that of the PF was to improve the energy dissipation. A dynamic damage constitutive model for HBPRC was established based on the continuum media and statistical damage theories, and its validity was verified.
•The addition of basalt fibre and polypropylene fibre increases the dynamic compressive behaviour of concrete.•Increasing the matrix strength and improving the strain rate exhibited a similar impact on the damage pattern of basalt fibre and polypropylene fibre.•Basalt fibre mainly contributes to the strength of concrete, and polypropylene fibre mainly contributes to the energy consumption.•A dynamic damage constitutive model was established. In this study, the dynamic compressive behaviour of concrete reinforced with hybrid basalt-polypropylene fibres (HBPRC) and different matrix strengths was investigated using a split Hopkinson pressure bar. The results indicated that the differences between the highest dynamic strength and the dynamic strength of the reference concrete for each matrix strength grade increased from 6.63 MPa, 3.77 MPa, and 4.80 MPa under the minimum strain rates to 7.16 MPa, 9.04 MPa, and 12.08 MPa under the maximum strain rates. The strain rate effect of dynamic compressive strength of HBPRC was increased by increasing the volume of hybrid basalt fibre (BF) and polypropylene fibre (PF) from 0.1% to 0.2%, but was decreased with increasing matrix strength. The toughness was increased with increasing strain rate, hybrid BF and PF volume, and matrix strength. A microscopic test indicated that an increase in the matrix strength and strain rate exhibited a similar impact on the damage patterns of BF and PF. The primary effect of BF on the dynamic mechanical properties of HBPRC was to increase the strength and that of the PF was to improve the energy dissipation. A dynamic damage constitutive model for HBPRC was established based on the continuum media and statistical damage theories, and its validity was verified. [Display omitted]
ArticleNumber 103763
Author Bu, Mengxin
Li, Dan
Li, He
Chen, Lou
Kou, Hailei
Fu, Qiang
Xu, Wenrui
He, Jiaqi
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  surname: Fu
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  organization: State Key Laboratory of Green Building in Western China, Xi′an University of Architecture and Technology, Xi′an, 710055, PR China
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  surname: Bu
  fullname: Bu, Mengxin
  organization: School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an, 710055, PR China
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  givenname: Wenrui
  surname: Xu
  fullname: Xu, Wenrui
  organization: School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an, 710055, PR China
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  givenname: Lou
  surname: Chen
  fullname: Chen, Lou
  email: chen.lou.17@ucl.ac.uk
  organization: School of Civil Engineering, Central South University, Changsha, 410075, PR China
– sequence: 5
  givenname: Dan
  surname: Li
  fullname: Li, Dan
  organization: School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an, 710055, PR China
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  givenname: Jiaqi
  surname: He
  fullname: He, Jiaqi
  organization: School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an, 710055, PR China
– sequence: 7
  givenname: Hailei
  surname: Kou
  fullname: Kou, Hailei
  email: hlkou@ouc.edu.cn
  organization: College of Engineering, Ocean University of China, Qingdao, 266100, PR China
– sequence: 8
  givenname: He
  surname: Li
  fullname: Li, He
  organization: College of Mechanical and Electronic Engineering, Shandong University of Science and Technology, Qingdao, 266590, PR China
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Keywords Dynamic damage constitutive model
Toughness
Split Hopkinson pressure bar
Basalt fibre
Polypropylene fibre
Strain rate
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Snippet •The addition of basalt fibre and polypropylene fibre increases the dynamic compressive behaviour of concrete.•Increasing the matrix strength and improving the...
In this study, the dynamic compressive behaviour of concrete reinforced with hybrid basalt-polypropylene fibres (HBPRC) and different matrix strengths was...
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StartPage 103763
SubjectTerms Basalt
Basalt fibre
Compressive properties
Compressive strength
Constitutive models
Damage patterns
Dynamic damage constitutive model
Dynamic mechanical properties
Energy dissipation
Fiber reinforced concretes
Impact damage
Mechanical properties
Polypropylene
Polypropylene fibre
Reinforced concrete
Split Hopkinson pressure bar
Split Hopkinson pressure bars
Strain rate
Toughness
Title Comparative analysis of dynamic constitutive response of hybrid fibre-reinforced concrete with different matrix strengths
URI https://dx.doi.org/10.1016/j.ijimpeng.2020.103763
https://www.proquest.com/docview/2476336920
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