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Relevant bibliographies by topics / Non-uniform corrosion

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Journal articles

Academic literature on the topic 'Non-uniform corrosion'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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Journal articles on the topic "Non-uniform corrosion"

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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