https://orcid.org/0000-0002-9102-386X
Abstract
The article presents a study on the influence of stray current on the migration and reaction of sulfate ions in concrete. The amount of sulfate ions in concrete is determined using the barium sulfate weighing method. The thickness of the deterioration damage layer of concrete is studied using an ultrasonic flat measurement method, and the thickness prediction model of the concrete deterioration damage layer is established to consider the influence of the intensity of the stray current. The results indicate the following: (1) the greater the stray current is, the more obvious the effect; (2) the influence of the current intensity on the migration of sulfate ions in concrete is 1.55–2.57 times that of the control group without stray current; (3) under stray current, the ratio of the reaction amount of sulfate ions in the concrete to the total amount of sulfate ions is suppressed, whereas the ratio of the reacted sulfate ions to the total amount of sulfate ions increases from 58.8 to 74.5 % with an increase in the current intensity; finally, (4) under stray current and sulfate, the thickness of the concrete damage layer increases with an increase in the deterioration age and the current intensity. The influence coefficients of stray current on the sulfate ion migration and on the sulfate ion reaction are proposed, and the evolution equation of the amount of sulfate ions in the concrete under the action of stray current with the deterioration age is obtained.
Issue Section:
Technical Papers
References
1.
Chen
Z.
, Koleva
D.
, and van Breugel
K.
, “A Review on Stray Current-Induced Steel Deterioration in Infrastructure
,” Corrosion Reviews
35
, no. 6
(2017
): 397
–423
, https://doi.org/10.1515/corrrev-2017-00092.
Pan
H.
, Tang
Y.
, Ge
S.
, and Yang
L.
, “The Durability of Underground Structures in Shanghai Metro
,” Urban Mass Transit
7
, no. 6
(2004
): 41
–45
, https://doi.org/10.16037/j.1007-869x.2004.06.0133.
Wang
C.
, Li
W.
, Wang
Y.
, Xu
S.
, and Fan
M.
, “Stray Current Distributing Model in the Subway System: A Review and Outlook
,” International Journal of Electrochemical Science
13
, no. 2
(2018
): 1700
–1727
, https://doi.org/10.20964/2018.02.164.
Wang
C.
, Li
W.
, Wang
Y.
, Yang
X.
, and Xu
S.
, “Study of Electrochemical Corrosion on Q235A Steel under Stray Current Excitation Using Combined Analysis by Electrochemical Impedance Spectroscopy and Artificial Neural Network
,” Construction and Building Materials
247
(June 2020
): 118562, https://doi.org/10.1016/j.conbuildmat.2020.1185625.
Bertolini
L.
, Carsana
M.
, and Pedeferri
P.
, “Deterioration Behaviour of Steel in Concrete in the Presence of Stray Current
,” Corrosion Science
49
, no. 3
(March 2007
): 1056
–1068
, https://doi.org/10.1016/j.corsci.2006.05.0486.
Aghajani
A.
, Urgen
M.
, and Bertolini
L.
, “Effects of DC Stray Current on Concrete Permeability
,” Journal of Materials in Civil Engineering
28
, no. 4
(April 2016
): 04015177, https://doi.org/10.1061/(ASCE)MT.1943-5533.00013627.
Vasiaev
I.
, “Influence of Stray Current Deterioration of Rail Transit on Basic Mechanical Properties of Concrete
” (PhD thesis, Harbin Institute of Technology
, 2017
).8.
Tang
K.
, “Stray Current Induced Corrosion of Steel Fibre Reinforced Concrete
,” Cement and Concrete Research
100
(October 2017
): 445
–456
, https://doi.org/10.1016/j.cemconres.2017.08.0049.
Zhang
Y.
, Huang
R.
, Yang
Y.
, and Liu
G.
, “Deterioration Behavior of Reinforced Concrete under Stray Current-Brine Coupling Effects
,” Journal of Building Materials
20
, no. 3
(2017
): 449
–455
, https://doi.org/10.3969/j.issn.1007-9629.2017.03.02210.
Wang
C.
, Yu
C.
, Luo
L.
, and Liu
J.
, “Comparison of Thaumasite Sulfate Attack Formation Speed under Different Erosion Conditions
,” Journal of Tongji University (Natural Science Edition)
43
, no. 5
(May 2015
): 748
–753
, https://doi.org/10.11908/j.issn.0253-374x.2015.05.01511.
Luo
Y.
, Yin
J.
, and Wang
C.
, “MgSO4 Attack of Cement Based Materials under Electrical Field
,” Journal of Hunan University (Natural Science Edition)
44
, no. 6
(2017
): 69
–74
, https://doi.org/10.16339/j.cnki.hdxbzkb.2017.06.01212.
Huang
Q.
, Wang
C.
, Yang
C.
, Zhou
Y.
, and Zhang
C.
, “Deterioration and Its Mechanism of Concrete under Combined Action of Electrical Field and Sulfate Attack
,” Journal of the Chinese Ceramic Society
44
, no. 2
(2016
): 239
–245
, https://doi.org/10.14062/j.issn.0454-5648.2016.02.0913.
Ma
Y.
, Chen
D.
, Sun
Z.
, and Ding
K.
, “Research on the Degradation Effect of Sulfate Ion Diffusion Coefficient in Concrete
,” Journal of Water Resources and Water Engineering
29
, no. 1
(2018
): 198
–202
, https://doi.org/10.11705/j.issn.1672-643X.2018.01.3414.
Zuo
B.
, Sun
W.
, Li
H.
, and Zhao
Y.
, “Modeling of Diffusion-Reaction Behavior of Sulfate Ion in Concrete under Sulfate Environments
,” Computers and Concrete
10
, no. 1
(July 2012
): 79
–93
, https://doi.org/10.12989/cac.2012.10.1.07915.
Sun
D.
, Wu
K.
, Shi
H.
, Zhang
L.
, and Zhang
L.
, “Effect of Interfacial Transition Zone on the Transport of Sulfate Ions in Concrete
,” Construction and Building Materials
192
(December 2018
): 28
–37
, https://doi.org/10.1016/j.conbuildmat.2018.10.14016.
Sun
D.
, Wu
K.
, Shi
H.
, Miramini
S.
, and Zhang
L.
, “Deformation Behaviour of Concrete Materials under the Sulfate Attack
,” Construction and Building Materials
210
(June 2019
): 232
–241
, https://doi.org/10.1016/j.conbuildmat.2019.03.05017.
Sun
D.
, Shi
H.
, Wu
K.
, Miramini
S.
, Li
B.
, and Zhang
L.
, “Influence of Aggregate Surface Treatment on Corrosion Resistance of Cement Composite under Chloride Attack
,” Construction and Building Materials
248
(July 2020
): 118636, https://doi.org/10.1016/j.conbuildmat.2020.11863618.
Ping
X.
and Beaudoin
J.
, “Modification of Transition Zone Microstructure—Silica Fume Coating of Aggregate Surfaces
,” Cement and Concrete Research
22
, no. 4
(July 1992
): 597
–604
, https://doi.org/10.1016/0008-8846(92)90010-S19.
Kuroda
M.
, Watanabe
T.
, and Terashi
N.
, “Increase of Bond Strength at Interfacial Transition Zone by the Use of Fly Ash
,” Cement and Concrete Research
30
, no. 2
(February 2000
): 253
–258
, https://doi.org/10.1016/S0008-8846(99)00241-020.
Gao
R.
, Zhao
S.
, Li
Q.
, and Chen
J.
, “Experimental Study of the Deterioration Mechanism of Concrete under Sulfate Attack in Wet-Dry Cycles
,” China Civil Engineering Journal
43
, no. 2
(2010
): 48
–54
, https://doi.org/10.15951/j.tmgcxb.2010.02.01821.
Fu
Q.
, Bu
M.
, Xu
W.
, Chen
L.
, Li
D.
, He
J.
, Kou
H.
, and Li
H.
, “Comparative Analysis of Dynamic Constitutive Response of Hybrid Fibre-Reinforced Concrete with Different Matrix Strengths
,” International Journal of Impact Engineering
148
(February 2021
): 103763, https://doi.org/10.1016/j.ijimpeng.2020.10376322.
Zhao
T.
, Concrete Permeability
(Beijing
: Science and Technology Press
, 2006
).23.
Jiang
X.
, Yu
W.
, and Wu
J.
, “Regression Equation of Conductivity and Percentage of Sodium Sulfate
,” Journal of Green Science and Technology
18
(2017
): 123
–125
, https://doi.org/10.16663/j.cnki.lskj.2017.18.04024.
Luo
Q.
and Bungey
J. H.
, “Using Compression Wave Ultrasonic Transducers to Measure the Velocity of Surface Waves and Hence Determine Dynamic Modulus of Elasticity for Concrete
,” Construction and Building Materials
10
, no. 4
(June 1996
): 237
–242
, https://doi.org/10.1016/0950-0618(96)00003-7
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