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Author:

Wang, Hui (Wang, Hui.) | Shi, Feiting (Shi, Feiting.) | Shen, Jiale (Shen, Jiale.) | Zhang, Ailian (Zhang, Ailian.) | Zhang, Linchun (Zhang, Linchun.) | Huang, Huanghuang (Huang, Huanghuang.) | Liu, Junzhe (Liu, Junzhe.) | Jin, Kaikai (Jin, Kaikai.) | Feng, Liyu (Feng, Liyu.) | Tang, Zhenyu (Tang, Zhenyu.)

Indexed by:

EI Scopus SCIE

Abstract:

Stainless steel fibers (SSFs) were added into reactive powder concrete (RPC) to fabricate aligned (improved by Lshaped device) and random directional distributed SSFs conductive RPC. The aspect ratio of SSFs ranged from 30 to 150, while the SSFs amount was 0.2%?1.2% by volume of RPC. Curing ages for RPC ranged from 7 d to 60 d. The conductive performances (electrical resistance and AC impedance spectroscopy), the speed of ultrasonic passing through specimens and the following piezoresistivity were investigated. Moreover, the compressive strength, flexural strength and toughness of specimens cured for 60 d were tested. Finally, high-resolution images of SSFs? dispersion and orientation were gained. Results showed that the ultrasonic velocity and electrical resistance of SSFs-RPC grew in the form of a quadratic function with the increasing curing ages. The SSFs content of 0.4% was the percolation threshold value of SSFs-RPC. Additionally, RPC with higher aspect ratio and aligned fibers performed better conductivity, piezoresistivity and mechanical performance. The conductive mechanism of SSFs-RPC can be explained through the conduction models of three series connected electrical components. The image analysis showed that SSFs with higher aspect ratio dispersed more uniformly in RPC and the L-shaped device could effectively improve the alignment of fibers.

Keyword:

Aspect ratios Aligned direction Piezoresistivity Stainless steel fibers Reactive powder concrete

Author Community:

  • [ 1 ] [Wang, Hui]Ningbo Univ, Sch Civil & Environm Engn, Ningbo 315000, Peoples R China
  • [ 2 ] [Jin, Kaikai]Ningbo Univ, Sch Civil & Environm Engn, Ningbo 315000, Peoples R China
  • [ 3 ] [Feng, Liyu]Ningbo Univ, Sch Civil & Environm Engn, Ningbo 315000, Peoples R China
  • [ 4 ] [Tang, Zhenyu]Ningbo Univ, Sch Civil & Environm Engn, Ningbo 315000, Peoples R China
  • [ 5 ] [Zhang, Ailian]Sichuan Coll Architectural Technol, Sch Civil Engn, Deyang 618000, Peoples R China
  • [ 6 ] [Zhang, Linchun]Sichuan Coll Architectural Technol, Sch Civil Engn, Deyang 618000, Peoples R China
  • [ 7 ] [Liu, Junzhe]Qingdao Agr Univ, Sch Construct Engn, Qingdao 266000, Peoples R China
  • [ 8 ] [Shen, Jiale]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 9 ] [Huang, Huanghuang]Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
  • [ 10 ] [Huang, Huanghuang]Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China
  • [ 11 ] [Shi, Feiting]Yancheng Inst Technol, Civil Engn Dept, Yancheng 224051, Peoples R China

Reprint Author's Address:

  • [Liu, Junzhe]Qingdao Agr Univ, Sch Construct Engn, Qingdao 266000, Peoples R China

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Source :

CEMENT & CONCRETE COMPOSITES

ISSN: 0958-9465

Year: 2021

Volume: 119

1 0 . 5 0 0

JCR@2022

ESI Discipline: MATERIALS SCIENCE;

ESI HC Threshold:116

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 80

SCOPUS Cited Count: 87

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 12

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