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Electrical resistance and self-sensing properties of pressure-sensitive materials with graphite filler in Kuralon fiber concrete Cover

Electrical resistance and self-sensing properties of pressure-sensitive materials with graphite filler in Kuralon fiber concrete

Open Access
|Sep 2022

Figures & Tables

Fig. 1

Appearance of Kuralon fibers
Appearance of Kuralon fibers

Fig. 2

Schematics of resistance measurement
Schematics of resistance measurement

Fig. 3

Appearance of actual resistance measurement
Appearance of actual resistance measurement

Fig. 4

Compressive strength of normal and fiber concrete groups at 56 days
Compressive strength of normal and fiber concrete groups at 56 days

Fig. 5

Elastic modulus of concrete specimens at 56 days
Elastic modulus of concrete specimens at 56 days

Fig. 6

Regression curves of compressive strength with regard to the elastic modulus
Regression curves of compressive strength with regard to the elastic modulus

Fig. 7

Modulus of rupture of concrete specimens at 56 days
Modulus of rupture of concrete specimens at 56 days

Fig. 8

Regression curves of compressive strength with regard to the modulus of rupture
Regression curves of compressive strength with regard to the modulus of rupture

Fig. 9

Saturated water absorption rates of normal and fiber concrete specimens at 56 days
Saturated water absorption rates of normal and fiber concrete specimens at 56 days

Fig. 10

Initial surface water absorptions rates of normal concrete specimens at 56 days
Initial surface water absorptions rates of normal concrete specimens at 56 days

Fig. 11

Initial surface water absorptions rates of fiber concrete specimens at 56 days
Initial surface water absorptions rates of fiber concrete specimens at 56 days

Fig. 12

SEM image (3,000×). (A) NG0, (B) NG4, (C) NG8, and (D) NG12
SEM image (3,000×). (A) NG0, (B) NG4, (C) NG8, and (D) NG12

Fig. 13

Resistivity coefficients using the four-electrode method. (A) Normal concrete specimens and (B) Fiber concrete specimens
Resistivity coefficients using the four-electrode method. (A) Normal concrete specimens and (B) Fiber concrete specimens

Fig. 14

Resistivity coefficients using the DC loop resistance test. (A) Normal concrete specimens and (B) Fiber concrete specimens. DC, direct current
Resistivity coefficients using the DC loop resistance test. (A) Normal concrete specimens and (B) Fiber concrete specimens. DC, direct current

Fig. 15

Relationship between resistance variation, stress, and strain of the normal concrete group. (A) NG0, (B) NG4, (C) NG8, (D) NG12, and (E) NG16
Relationship between resistance variation, stress, and strain of the normal concrete group. (A) NG0, (B) NG4, (C) NG8, (D) NG12, and (E) NG16

Fig. 16

Relationship between resistance variation, stress, and strain of the fiber concrete group. (A) KG0, (B) KG4, (C) KG8, (D) KG12, and (E) KG16
Relationship between resistance variation, stress, and strain of the fiber concrete group. (A) KG0, (B) KG4, (C) KG8, (D) KG12, and (E) KG16

Fig. 17

Resistance variations in the normal specimens under cyclic loading at 50% of ultimate load. (A) NG0 specimens at 50% of the ultimate load, (B) NG4 specimens at 50% of the ultimate load, (C) NG8 specimens at 50% of the ultimate load, and (D) NG16 specimens at 50% of the ultimate load
Resistance variations in the normal specimens under cyclic loading at 50% of ultimate load. (A) NG0 specimens at 50% of the ultimate load, (B) NG4 specimens at 50% of the ultimate load, (C) NG8 specimens at 50% of the ultimate load, and (D) NG16 specimens at 50% of the ultimate load

Fig. 18

Resistance variations in the fiber specimens under cyclic loading at 30% and 50% of ultimate load. (A) KG0 specimens at 50% of the ultimate load, (B) KG4 specimens at 50% of the ultimate load, (C) KG8 specimens at 50% of the ultimate load, and (D) KG16 specimens at 50% of the ultimate load
Resistance variations in the fiber specimens under cyclic loading at 30% and 50% of ultimate load. (A) KG0 specimens at 50% of the ultimate load, (B) KG4 specimens at 50% of the ultimate load, (C) KG8 specimens at 50% of the ultimate load, and (D) KG16 specimens at 50% of the ultimate load

Concrete tests

SpecimenPropertiesDetailed testsStandard
ConcreteHardened concrete propertiesCompressive strength testASTM C39
Elastic modulus testASTM C469
Flexural strength testASTM C78
PermeabilitySaturated absorption testASTM C642
ISA testBS 1881
Microscopic propertiesScanning electron microscopyASTM C1723
Electrical propertiesFour-electrode resistivity testWenner method
DC loop resistance testDesigned method in Section 2.3
Cyclic loading test

Mixture designs of concrete (kg/m3)

Mix No.WaterCementCoarse aggregatesFine aggregatesGraphite powdersK fibersSuperplasticizer
NG0236.46535.0929.8612.96002.67
NG4234.85513.6929.8612.9621.404.28
NG8233.54492.2929.8612.9642.805.59
NG12232.17470.8929.8612.9664.206.96
NG16231.64449.4929.8612.9685.607.49

KG0236.46535.0929.8612.9606.52.67
KG4234.85513.6929.8612.9621.46.54.28
KG8233.54492.2929.8612.9642.86.55.59
KG12232.17470.8929.8612.9664.26.56.66
KG16231.64449.4929.8612.9685.66.57.49

Properties of Kuralon fibers

PropertyTesting value
Relative density1.30
Tensile strength880–1,600 MPa
Elongation6%
Elastic modulus29.12 GPa

Permeability of concrete [39]

Time (min)Permeability of concrete using ISA (ml/m2s)

LowAverageHigh
10<0.250.25–0.50>0.50
30<0.170.17–0.35>0.35
60<0.070.10–0.20>0.20
DOI: https://doi.org/10.2478/msp-2022-0023 | Journal eISSN: 2083-134X | Journal ISSN: 2083-1331
Language: English
Page range: 223 - 239
Submitted on: May 11, 2022
Accepted on: Aug 7, 2022
Published on: Sep 20, 2022
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2022 An Cheng, Wei-Ting Lin, Lukáš Fiala, Petr Hotěk, Sao-Jeng Chao, Hui-Mi Hsu, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.