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Journal articles on the topic 'Non-uniform corrosion'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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1

Zhang, Lu, Ditao Niu, Bo Wen, and Daming Luo. "Concrete Protective Layer Cracking Caused by Non-Uniform Corrosion of Reinforcements." Materials 12, no. 24 (2019): 4245. http://dx.doi.org/10.3390/ma12244245.

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The volume expansion of reinforcement corrosion products resulting from the corrosion of steel reinforcement embedded into concrete causes the concrete’s protective layer to crack or spall, reducing the durability of the concrete structure. Thus, it is necessary to analyze concrete cracking caused by reinforcement corrosion. This study focused on the occurrence of non-uniform reinforcement corrosion in a natural environment. The characteristics of the rust layer were used to deduce the unequal radial displacement distribution function of concrete around both angular and non-angular bars. Addit

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2

ZHU, Wenjun, Kequan YU, Yude XU, Kai ZHANG, and Xiaopei CAI. "A Prediction Model of the Concrete Cracking Induced by the Non-Uniform Corrosion of the Steel Reinforcement." Materials 13, no. 4 (2020): 830. http://dx.doi.org/10.3390/ma13040830.

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This paper investigates the influence of non-uniform corrosion in the transversal direction of the steel reinforcement on the cracking propagation of the concrete cover. An analytical model is proposed for the prediction of the corrosion-induced cracking performance. Both the thick cylinder theory of the concrete and the effect of transversal non-uniform corrosion of the steel reinforcement are involved by considering the corrosion layer of the corrosion products and a layer of concrete with the corrosion products filled with the pores. A three-stage corrosion-induced cracking of the concrete

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3

Li, Zi Lin, Hong Yi Ding, Yi Du, and Jiang Xue. "The Corrosion Prevention Research of Long-Span Non-Uniform Continuous Steel Bridges." Applied Mechanics and Materials 361-363 (August 2013): 1129–32. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1129.

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As its good mechanical properties, steel bridge has been widely used in modern highway, railway and urban bridge construction, but its corrosion protection is also a major issue. This paper studies the types of corrosion, the methods of anti-corrosion and focuses on coating protection--the most promising anti-corrosion method currently. It proposes some improvement measures for the corrosion protection, and has a certain reference value for the design and construction of such bridges.

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4

Yang, Shangtong, Kefei Li, and Chun-Qing Li. "Analytical model for non-uniform corrosion-induced concrete cracking." Magazine of Concrete Research 70, no. 1 (2018): 1–10. http://dx.doi.org/10.1680/jmacr.17.00153.

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5

Dobrewsky, Ivan, Emilia Sabeva, and Nedialka Petkova. "Corrosion Behavior of Aluminum in Non-Uniform Electric Fields." Journal of the Chinese Chemical Society 48, no. 5 (2001): 861–64. http://dx.doi.org/10.1002/jccs.200100124.

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6

Jiang, Haoyu, Nanguo Jin, Hailong Ye, et al. "Fractal Characterization of Non-Uniform Corrosion of Steel Bars in Concrete Beams after Accelerated depassivation and Seven-Year Natural Corrosion." Materials 12, no. 23 (2019): 3919. http://dx.doi.org/10.3390/ma12233919.

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In this work, the non-uniform corrosion characteristics of steel bars in stressed reinforced concrete beams after accelerated depassivation and seven-year outdoor natural corrosion is analyzed using fractal theory. 3D laser scanning and 3D reconstruction technology are applied to collect the cross-sectional area along the steel bars and obtain the corrosion curves. The non-uniformity of corrosion is analyzed by fractal dimensions which is calculated by variation method. The results indicate that the initial loading level and loading zone have some influence on non-uniform characteristics of st

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7

Zhang, Yanlong, and Ray Kai Leung Su. "Concrete cover delamination model for non-uniform corrosion of reinforcements." Construction and Building Materials 223 (October 2019): 329–40. http://dx.doi.org/10.1016/j.conbuildmat.2019.06.199.

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8

Tan, Yong-Jun, Stuart Bailey, and Brian Kinsella. "Mapping non-uniform corrosion using the wire beam electrode method. III. Water-line corrosion." Corrosion Science 43, no. 10 (2001): 1931–37. http://dx.doi.org/10.1016/s0010-938x(00)00192-x.

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9

Tan, Yong-Jun, Stuart Bailey, and Brian Kinsella. "Mapping non-uniform corrosion using the wire beam electrode method. II. Crevice corrosion and crevice corrosion exemption." Corrosion Science 43, no. 10 (2001): 1919–29. http://dx.doi.org/10.1016/s0010-938x(00)00191-8.

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10

Zhao, Yuxi, Ali R. Karimi, Hong S. Wong, Bingyan Hu, Nick R. Buenfeld, and Weiliang Jin. "Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer." Corrosion Science 53, no. 9 (2011): 2803–14. http://dx.doi.org/10.1016/j.corsci.2011.05.017.

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11

Muthulingam, S., and B. N. Rao. "Non-uniform corrosion states of rebar in concrete under chloride environment." Corrosion Science 93 (April 2015): 267–82. http://dx.doi.org/10.1016/j.corsci.2015.01.031.

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12

Sarver, Emily, Rebecca Slabaugh, Christopher Strock, and Marc Edwards. "Flow Electrification and Non-Uniform Corrosion in Low Conductivity Potable Waters." Journal of The Electrochemical Society 163, no. 5 (2016): C139—C144. http://dx.doi.org/10.1149/2.0171605jes.

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13

Shi, Ping An, and Hong Liang Zhou. "Numerical Modeling of Galvanic Corrosion Behaviors on Uranium Surface." Advanced Materials Research 702 (May 2013): 140–44. http://dx.doi.org/10.4028/www.scientific.net/amr.702.140.

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The Uranium and Titanium corrosion rates are described by a Tafel’s relationship, and the cathodic protection of Uranium is a function of a Wagner number. A numerical simulation of galvanic corrosion of Uranium surface under thin layer electrolyte is presented. The model considered that the effect of a circular defect and oxygen reduction and corrosion in the Uranium surface, the effect of electrolyte thickness and conductivity and defect radius on corrosion current distribution of Uranium with is investigated. The results shows that the corrosion rate at the center is non-uniform, and it coul

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14

Long, Xin Feng, Yi Liu, and Bo Lou. "Study on Corrosion Behavior of A3 Carbon Steel in the Manicipal Sludge." Applied Mechanics and Materials 511-512 (February 2014): 41–45. http://dx.doi.org/10.4028/www.scientific.net/amm.511-512.41.

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Taking the corrosion depth as the evaluation index, the influence law of different factors such as pH and moisture content of sludge, corrosion temperate on metal corrosion behavior was studied by single factor experiment. The corrosion product was characterized by SEM and EDX at last. The results show that the corrosion depth of A3 carbon steel increases with the increase of temperature, moisture content and acidity of sludge. The corrosion product of A3 carbon steel is mainly brown loose substance, the corrosion extent of carbon steel is deep and many elements are soaked into carbon steel. M

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15

Hanafi, Z. H., Nordin Jamaludin, Shahrum Abdullah, M. F. M. Yusof, and M. S. M. Zain. "Acoustic Emission Study of Corrosion Fatigue and Fatigue for API 5L X70 Gas Pipeline Steel." Applied Mechanics and Materials 138-139 (November 2011): 635–39. http://dx.doi.org/10.4028/www.scientific.net/amm.138-139.635.

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Acoustic emission is a very important test among non-destructive tests, and it has been applied for the detection of failures in various types of equipment in the petroleum industry, such as pressure vessels, tanks and pipelines. In this study, the effect of pre-existing uniform corrosion on the corrosion fatigue specimen and smooth specimen on fatigue behaviour of API 5L X70 steel pipeline in long life range was investigated by using acoustic emission in fatigue test. The presence of pre-existing uniform corrosion specimen, produces by 4 month immersion in sulphuric acid, H2SO4 (concentration

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16

Blikharskyy, Yaroslav, Nadiia Kopiika, and Jacek Selejdak. "Non-uniform corrosion of steel rebar and its influence on reinforced concrete elements` reliability." Production Engineering Archives 26, no. 2 (2020): 67–72. http://dx.doi.org/10.30657/pea.2020.26.14.

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AbstractRemarkable place of reinforced concrete structures in construction field has been noted in wide number of recent researches. Subsequently, their degradation due to aggressive environment has become the topical problem nowadays. Therefore, the formulation of reliable technique for corroded element strength decrement is of great importance, and could be achieved only with the use of complex experimental and theoretical analysis. In this article an attempt is made to propose the mathematical approach to corrosive process modelling, taking into consideration the specifics of its developmen

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17

Tan, Yong-Jun, Stuart Bailey, and Brian Kinsella. "Mapping non-uniform corrosion using the wire beam electrode method. I. Multi-phase carbon dioxide corrosion." Corrosion Science 43, no. 10 (2001): 1905–18. http://dx.doi.org/10.1016/s0010-938x(00)00190-6.

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18

Zhang, Zhijian, Tiechui Yuan, and Ruidi Li. "Striped Non-Uniform Corrosion Behavior of Non-Equiatomic FeMnCoCr High-Entropy Alloy Prepared by Laser Melting Deposition in 0.1 M H2SO4 Solution." Materials 13, no. 23 (2020): 5554. http://dx.doi.org/10.3390/ma13235554.

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The corrosion behavior of the Fe50Mn30Co10Cr10 high-entropy alloy (HEA) manufactured via laser melting deposition (LMD) was investigated using open circuit potential, potentiodynamic polarization, and electrochemical impedance spectroscopy measurements. The microstructure and morphology of LMD samples before and after the electrochemical tests were compared using X-ray diffraction, optical microscopy, scanning electron microscopy, and electron backscatter diffraction techniques. After the corrosion tests, a striped morphology was observed on the surface of the LMD HEA, which is mainly caused b

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19

Xi, Xun, Shangtong Yang, and Chun-Qing Li. "A non-uniform corrosion model and meso-scale fracture modelling of concrete." Cement and Concrete Research 108 (June 2018): 87–102. http://dx.doi.org/10.1016/j.cemconres.2018.03.009.

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20

Cao, Chong, and Moe M. S. Cheung. "Non-uniform rust expansion for chloride-induced pitting corrosion in RC structures." Construction and Building Materials 51 (January 2014): 75–81. http://dx.doi.org/10.1016/j.conbuildmat.2013.10.042.

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21

Garcia-Ochoa, E., F. Corvo, J. Genesca, V. Sosa, and P. Estupiñán. "Copper Corrosion Under Non-uniform Magnetic Field in 0.5 M Hydrochloric Acid." Journal of Materials Engineering and Performance 26, no. 5 (2017): 2129–35. http://dx.doi.org/10.1007/s11665-017-2667-x.

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22

Zhang, Xiao-gang, Xue-zhi Wang, Zhao-hui Lu, and Feng Xing. "Analytic model of non-uniform corrosion induced cracking of reinforced concrete structure." Journal of Central South University 18, no. 3 (2011): 940–45. http://dx.doi.org/10.1007/s11771-011-0784-5.

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23

Zhang, Yanlong, and Ray Kai Leung Su. "Corner cracking model for non-uniform corrosion-caused deterioration of concrete covers." Construction and Building Materials 234 (February 2020): 117410. http://dx.doi.org/10.1016/j.conbuildmat.2019.117410.

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24

Shi, Weiliang, Hongxia Li, Kellen Mitchell, et al. "A multi-dimensional non-uniform corrosion model for bioabsorbable metallic vascular stents." Acta Biomaterialia 131 (September 2021): 572–80. http://dx.doi.org/10.1016/j.actbio.2021.07.008.

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25

Chen, Junyu, Weiping Zhang, and Xianglin Gu. "Modeling time-dependent circumferential non-uniform corrosion of steel bars in concrete considering corrosion-induced cracking effects." Engineering Structures 201 (December 2019): 109766. http://dx.doi.org/10.1016/j.engstruct.2019.109766.

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26

TAN, YONG-JUN. "STUDYING NON-UNIFORM ELECTRODEPOSITION USING THE WIRE BEAM ELECTRODE METHOD." International Journal of Modern Physics B 16, no. 01n02 (2002): 144–50. http://dx.doi.org/10.1142/s0217979202009573.

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Nonuniform electrodeposition is a major concern in almost every practical electrodeposition application. The ablility to control nonuniformity in electrodeposition is the key to successful plating for corrosion resistance, and more especially to meeting the very exacting requirements of electroforming, electrodeposition. This paper presents a novel technique namely the wire beam electrode (WBE) for characterizing and monitoring nonuniform electroplating processes. For the first time, the nonuniform distribution of electroplating currents (NDEC) has been mapped. Preliminary experimental results

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27

Huang, W., Y. Garbatov, and C. Guedes Soares. "Fatigue reliability of a web frame subjected to random non-uniform corrosion wastage." Structural Safety 48 (May 2014): 51–62. http://dx.doi.org/10.1016/j.strusafe.2013.06.005.

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28

Muthulingam, S., and B. N. Rao. "Non-uniform time-to-corrosion initiation in steel reinforced concrete under chloride environment." Corrosion Science 82 (May 2014): 304–15. http://dx.doi.org/10.1016/j.corsci.2014.01.023.

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29

Du, Xiuli, Liu Jin, and Renbo Zhang. "Modeling the cracking of cover concrete due to non-uniform corrosion of reinforcement." Corrosion Science 89 (December 2014): 189–202. http://dx.doi.org/10.1016/j.corsci.2014.08.025.

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30

Xi, Xun, Shangtong Yang, and Chun-Qing Li. "Accurate cover crack modelling of reinforced concrete structures subjected to non-uniform corrosion." Structure and Infrastructure Engineering 14, no. 12 (2018): 1628–40. http://dx.doi.org/10.1080/15732479.2018.1486440.

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31

Hu, Jiezhen, Peichang Deng, Xiaogang Li, Jibiao Zhang, and Gui Wang. "The vertical Non-uniform corrosion of Reinforced concrete exposed to the marine environments." Construction and Building Materials 183 (September 2018): 180–88. http://dx.doi.org/10.1016/j.conbuildmat.2018.06.015.

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32

Guzmán, Santiago, and Jaime C. Gálvez. "Modelling of concrete cover cracking due to non-uniform corrosion of reinforcing steel." Construction and Building Materials 155 (November 2017): 1063–71. http://dx.doi.org/10.1016/j.conbuildmat.2017.08.082.

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33

Teixeira, A. P., C. Guedes Soares, and G. Wang. "Probabilistic modelling of the ultimate strength of ship plates with non-uniform corrosion." Journal of Marine Science and Technology 18, no. 1 (2012): 115–32. http://dx.doi.org/10.1007/s00773-012-0197-7.

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34

Chen, E., and Christopher K. Y. Leung. "Finite element modeling of concrete cover cracking due to non-uniform steel corrosion." Engineering Fracture Mechanics 134 (January 2015): 61–78. http://dx.doi.org/10.1016/j.engfracmech.2014.12.011.

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35

Chauhan, Aditi, and Umesh Kumar Sharma. "Crack propagation in reinforced concrete exposed to non-uniform corrosion under real climate." Engineering Fracture Mechanics 248 (May 2021): 107719. http://dx.doi.org/10.1016/j.engfracmech.2021.107719.

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36

Gao, Yanhong, Yingying Zheng, Junzhi Zhang, Shengxuan Xu, Xiaoyun Zhou, and Yurong Zhang. "Time-dependent corrosion process and non-uniform corrosion of reinforcement in RC flexural members in a tidal environment." Construction and Building Materials 213 (July 2019): 79–90. http://dx.doi.org/10.1016/j.conbuildmat.2019.04.088.

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37

He, Shuang Xi, Zi Chao Wei, Shuai Liu, Xing Chen, Sheng Miao Xia, and Bo Heng Hou. "The Influence Factors Study on Acid Corrosion Fracture Conductivity." Advanced Materials Research 997 (August 2014): 120–24. http://dx.doi.org/10.4028/www.scientific.net/amr.997.120.

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The influence factors of acid corrosion fracture conductivity included fracture width, acid type and concentration, close pressure, reaction temperature, acid injection rate, et al. The experiment was conducted to study the change of etched fracture conductivity with different acid type and close pressure. The results show that conventional acid tend to produce uniform etched fracture, gelled acid and self-diverting acid prefer to produce non-uniform etched fracture. Besides, conventional acid contributes to improve etched fracture conductivity, gelled acid and self-diverting acid contribute t

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38

Guan, Xinchun, Lianjuan Miao, Hui Li, and Jinping Ou. "A new approach for describing pitting corrosion of steel bars in concrete." Anti-Corrosion Methods and Materials 64, no. 6 (2017): 573–79. http://dx.doi.org/10.1108/acmm-01-2016-1631.

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Purpose The purpose of this study is to quantitively characterize pitting or local corrosion of steel bars. Characterization of pitting or local corrosion is important for steel bar corrosion research in concrete, which is still an unsolved problem for the reason that the pitting on corroded steel is distributed irregularly, besides the varied pitting depths. To solve this problem in a certain degree, two parameters were collectively used to find the pitting distribution and pitting depth distribution of corroded steel bar surface. Design/methodology/approach Corroded reinforcement bars were s

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39

Xu, Pei, Minhui Li, and Xiaogang Zhang. "Non-uniform steel corrosion expansive force model for the cover of reinforced concrete structure." Journal of Shenzhen University Science and Engineering 33, no. 6 (2016): 639. http://dx.doi.org/10.3724/sp.j.1249.2016.06639.

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40

Chauhan, Aditi, and Umesh Kumar Sharma. "Influence of temperature and relative humidity variations on non-uniform corrosion of reinforced concrete." Structures 19 (June 2019): 296–308. http://dx.doi.org/10.1016/j.istruc.2019.01.016.

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41

Guo, Anxin, Wenting Yuan, Haitao Li, and Hui Li. "Structural strength deterioration of coastal bridge piers considering non-uniform corrosion in marine environments." Earthquake Engineering and Engineering Vibration 17, no. 2 (2018): 429–44. http://dx.doi.org/10.1007/s11803-018-0451-z.

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42

Wu, Bo, Yang Yang, Liangliang Zhang, Yuanchao Wang, and Haohong Li. "Meso-scale numerical study on the non-uniform corrosion-induced cracking of confined concrete." Construction and Building Materials 260 (November 2020): 120463. http://dx.doi.org/10.1016/j.conbuildmat.2020.120463.

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43

Chen, Fangjie, Chun-Qing Li, Hassan Baji, and Baoguo Ma. "Quantification of non-uniform distribution and growth of corrosion products at steel-concrete interface." Construction and Building Materials 237 (March 2020): 117610. http://dx.doi.org/10.1016/j.conbuildmat.2019.117610.

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44

Li, Zheng, Hao Jin, and Shuo Yu. "Investigation of Corrosion Rate and Rust Expansion Form of Segment Reinforcement for Shield Tunnel by Combined Action of Soil Loading, Chloride Ion and Stray Current." Sustainability 13, no. 6 (2021): 3444. http://dx.doi.org/10.3390/su13063444.

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Segment reinforcement corrosion can cause bearing-capacity degradation of shield tunnel, which is unsafe for the metro operation. Therefore, a three-dimensional computational model was proposed in this paper to study the corrosion rate and rust expansion form of segment reinforcement by the combined action of soil loading, chloride ion and stray current. The results show that the arch waist segment steel corrosion rate in the middle is larger than the ends. The rust expansion form of segment reinforcement appears be an eccentric circle. The radius size and circular center are related to the no

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45

Nakamura, Kae, Yuta Shimada, Tomohiro Miyashita, Ai Serizawa, and Takahiro Ishizaki. "Effect of Vapor Pressure During the Steam Coating Treatment on Structure and Corrosion Resistance of the Mg(OH)2/Mg-Al LDH Composite Film Formed on Mg Alloy AZ61." Materials 11, no. 9 (2018): 1659. http://dx.doi.org/10.3390/ma11091659.

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Corrosion resistant films with almost the same film thickness were prepared on the magnesium alloy AZ61 by steam coating at different vapor pressure and treatment times. The effect of the vapor pressure on the structures and the corrosion resistance of the films was investigated by using FE-SEM, SEM-EDX, GAXRD, and potentiodynamic polarization curve measurements in a 3.5 mass percentage NaCl aqueous solution. These studies clarified that the interlayers of Mg-Al Layered Double Hydroxide (LDHs) increased and its structure became non-uniform with an increase in the vapor pressure. The corrosion

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46

Zhu, Shi Jie, Li Guo Wang, Jin Jin, et al. "Microstructures and Properties of Biological Mg-Zn-Y-Nd Alloy by Friction Stir Processing." Materials Science Forum 745-746 (February 2013): 33–38. http://dx.doi.org/10.4028/www.scientific.net/msf.745-746.33.

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In order to improve the mechanical properties and processing performance of the Mg alloys, and to prevent magnesium alloy from non-uniform corrosion and too fast degradation in the degradation process, the biological medical Mg-Zn-Y-Nd alloy was modified by the friction stir processing (FSP) technique in this paper. The microstructural evolution and phase constitute of the stir zone of Mg-Zn-Y-Nd alloy were investigated, the microhardness and the corrosion properties of the alloy after FSP process was studied. The results showed that the FSP parameters had significant influence on the stir zon

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47

Sanabria-Martínez, Felipe, Ely Dannier Valbuena Niño, Leidy Silvana Chacón Velasco, and Hugo Armando Estupiñán Duran. "Electrochemical Behavior of a Stainless Steel Superficially Modified with Nitrogen by Three-dimensional Ion Implantation." Ingeniería e Investigación 42, no. 1 (2021): e85772. http://dx.doi.org/10.15446/ing.investig.v42n1.85772.

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Martensitic-grade stainless steels are widely used in diverse industrial and surgical applications, despite their natural tendency to suffer local and uniform corrosion when continuously exposed to aggressive operation conditions. In order to enhance their surface properties, this paper characterized the performance, in saline solutions, of AISI 420 stainless steel, which was surface-modified by three-dimensional ion implantation using electrochemical techniques. The surface of the samples was implanted with ionized nitrogen particles with an energy of 10 keV, varying the implantation time bet

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48

SUZUKI, Hiromitsu, Keiichiro TOHGO, Yoshinobu SHIMAMURA, Guen NAKAYAMA, and Takashi HIRANO. "Monte Carlo Simulation of Stress Corrosion Cracking on Smooth Surface under Non-Uniform Stress Condition." Journal of the Society of Materials Science, Japan 57, no. 12 (2008): 1191–97. http://dx.doi.org/10.2472/jsms.57.1191.

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49

Zhang, Xinxin, Xiaorong Zhou, Teruo Hashimoto, et al. "Corrosion behaviour of 2A97-T6 Al-Cu-Li alloy: The influence of non-uniform precipitation." Corrosion Science 132 (March 2018): 1–8. http://dx.doi.org/10.1016/j.corsci.2017.12.010.

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50

Qiao, Di, Hikaru Nakamura, Yoshihito Yamamoto, and Taito Miura. "Crack patterns of concrete with a single rebar subjected to non-uniform and localized corrosion." Construction and Building Materials 116 (July 2016): 366–77. http://dx.doi.org/10.1016/j.conbuildmat.2016.04.149.

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