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Journal articles on the topic 'Accelerated corrosion testing'

Author: Grafiati

Published: 20 January 2023

Last updated: 31 July 2025

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1

Meade, Cynthia L. "Accelerated corrosion testing." Metal Finishing 98, no. 6 (2000): 540–45. http://dx.doi.org/10.1016/s0026-0576(00)80461-4.

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2

Singleton, Raymund. "Accelerated corrosion testing." Metal Finishing 108, no. 11-12 (2010): 366–78. http://dx.doi.org/10.1016/s0026-0576(10)80256-9.

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3

Singleton, Raymund. "Accelerated Corrosion Testing." Metal Finishing 110, no. 9 (2012): 12–19. http://dx.doi.org/10.1016/s0026-0576(13)70186-7.

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4

Meade, Cynthia L. "Accelerated corrosion testing." Metal Finishing 97, no. 5 (1999): 526–31. http://dx.doi.org/10.1016/s0026-0576(99)80826-5.

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5

Edwards, Marc, and John F. Ferguson. "Accelerated Testing of Copper Corrosion." Journal - American Water Works Association 85, no. 10 (1993): 105–13. http://dx.doi.org/10.1002/j.1551-8833.1993.tb06085.x.

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6

Lin, Huang, and G. S. Frankel. "Accelerated Atmospheric Corrosion Testing of Ag." CORROSION 69, no. 11 (2013): 1060–72. http://dx.doi.org/10.5006/0926.

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7

Strazzi, E., and G. Sipione. "Accelerated corrosion testing of anodized aluminium." Transactions of the IMF 63, no. 1 (1985): 27–33. http://dx.doi.org/10.1080/00202967.1985.11870702.

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8

Zhang, Dan Feng, Xiao Ming Tan, Yue Liang Chen, and Fu Juan Sun. "Effective Service Life Assessment of Aluminum Alloy Alclad Corrosion Protection under Equivalent Accelerated Condition." Advanced Materials Research 146-147 (October 2010): 1708–11. http://dx.doi.org/10.4028/www.scientific.net/amr.146-147.1708.

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It’s very important to describe the corrosion damage evolvement rule of the aircraft structure for evaluating the calendar life. According to equivalent accelerated corrosion testing spectrum based on key environment data, the corrosion damage of accelerating corrosion testing for 7d is equivalent to that of field exposure for 1a. The new aluminum alloy of aircraft structure has been accelerated tested for 10a. Through KH-7700 3-D optical microscope, corrosion damage was inspected and measured. The result shows that some independent pits generate on the alclad surface in the first, and then ma

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Zhang, Keer, Ehsan Rahimi, Nils Van Den Steen, Herman Terryn, J. M. C. Mol, and Yaiza Gonzalez-Garcia. "Monitoring Atmospheric Corrosion of Carbon Steel Under Controlled Electrolyte Droplet Distributions." ECS Meeting Abstracts MA2023-02, no. 14 (2023): 1139. http://dx.doi.org/10.1149/ma2023-02141139mtgabs.

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Field exposure testing and accelerated corrosion testing are two common approaches applied in the industry to assess the atmospheric corrosion rate of a specific material, both relying on visual inspection and weight change of the specimen. Field exposure testing occurs under natural atmospheric conditions but requires exposure times spanning decades, whereas accelerated corrosion testing shortens the exposure time to weeks; however, the connection between the natural environment and accelerated corrosion chamber conditions remains unresolved. Efforts have been made to correlate accelerated co

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Sığırcık, Gökmen, Ömer Yıldırım, and TUNÇ TÜKEN. "ATMOSPHERIC CORROSION BEHAVIOR OF HOT-DIP GALVANIZED AND CONTINUOUS GALVANIZED STEEL." Acta Metallurgica Slovaca 28, no. 3 (2022): 117–26. http://dx.doi.org/10.36547/ams.28.3.1526.

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Five years of outdoor atmospheric corrosion tests of hot dip galvanized steel samples were performed, for products of continuous galvanizing and after fabrication batch galvanizing processes. For the purpose of comparison between corrosion performances of these two different galvanizing process products, an industrial coastal area (Gemlik-Bursa/TURKEY) was chosen for outdoor testing, which fits into C4 type corrosive atmosphere definition, according to ISO 9223. Samples were studied in laboratory with accelerated salt spray exposure test and electrochemical methods. Corrosion products formed o

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Permeh, Samanbar, Kingsley Lau, and Matthew Duncan. "Accelerated Testing to Assess Robustness of Post-Tensioning Grout." Materials Performance 60, no. 10 (2021): 34–38. https://doi.org/10.5006/mp2021_60_10-34.

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Severe corrosion of steel strands associated with physically and chemically deficient grouts were documented in Florida bridges. Testing to evaluate grouts for their corrosion protection has been implemented for material specifications; however, available methodologies do not consider the effects of grout deficiencies that can form. A modified accelerated corrosion test and modified rapid-macrocell test were conducted to assess their application for grout robustness and corrosion testing. Experimental testing included grout materials mixed and cast under nonideal conditions (grout pre-exposure

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12

Robinet, Laurianne, and David Thickett. "A New Methodology for Accelerated Corrosion Testing." Studies in Conservation 48, no. 4 (2003): 263–68. http://dx.doi.org/10.1179/sic.2003.48.4.263.

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13

Zhang, Dan Feng, Xiao Ming Tan, Jia Rui Qi, and Yan Li Li. "Research on Fatigue Notch Factor of Aluminum Corrosion Pits." Applied Mechanics and Materials 633-634 (September 2014): 141–44. http://dx.doi.org/10.4028/www.scientific.net/amm.633-634.141.

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In the midst of highly corrosive marine environment the corrosion damage is very critical in the aircraft structure. Corrosion will reduce the fatigue strength and fatigue life of aircraft structure. The fatigue notch factor is a very important factor, and which directly affects the accuracy of the fatigue life estimation result. The LY12CZ aluminum alloy of aircraft structure was accelerated tested according to equivalent accelerated corrosion testing spectrum based on key environment data, then made a fatigue test. According to the fatigue test data fatigue notch factor was calculated and th

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14

Prošek, T. "Accelerated cyclic corrosion tests." Koroze a ochrana materialu 60, no. 2 (2016): 46–49. http://dx.doi.org/10.1515/kom-2016-0008.

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Abstract Accelerated corrosion testing is indispensable for material selection, quality control and both initial and residual life time prediction for bare and painted metallic, polymeric, adhesive and other materials in atmospheric exposure conditions. The best known Neutral Salt Spray (NSS) test provides unrealistic conditions and poor correlation to exposures in atmosphere. Modern cyclic accelerated corrosion tests include intermittent salt spray, wet and dry phases and eventually other technical phases. They are able to predict the material performance in service more correctly as document

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15

Kipiani, G., N. Gasviani, M. Khustisvili, L. Abazadse, R. Kokilashvili, and Sh. Andguladze. "CORROSION-RESISTANT ALUMINUM ELECTROCHEMICAL COATINGS." Slovak international scientific journal, no. 83 (May 14, 2024): 13–15. https://doi.org/10.5281/zenodo.11188923.

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Electroplated aluminum coatings modified with various metals (Pb, Ti, Mn, Mg) were obtained from a low-temperature chloride melt on the substrates of steel products. The corrosion resistance of the resulting coatings was studied by accelerated testing in artificially created corrosive environments. It has been established that modifier metals improve the quality and corrosion resistance of coatings in a number of metals Pb →Ti→ Mn →Mg.

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Vodennikov, S., V. Skachkov, O. Vodennikova, and R. Gnatishak. "METHOD OF ACCELERATED MATERIAL TESTING METAL CON-STRUCTION BASED ON MULTIPHASE ALLOYS." New Materials and Technologies in Metallurgy and Mechanical Engineering, no. 2 (June 20, 2023): 20–25. http://dx.doi.org/10.15588/1607-6885-2023-2-3.

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Purpose. Based on the quantitative assessment of the corrosion rates of multiphase metals and alloys, methodology for accelerated corrosion tests under conditions of electro-chemical corrosion with the determination of corrosion rates for each phase and mass corrosion damage of metal structures during the specified time of their operation was developed. Research methods. Achieving the solution of the set goal is based on the application of computational and experimental methods of evaluating the electro-chemical corrosion of multi phase alloys with the determination of corrosion rates fo

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Namdev, Vidur, and Gaurav Jain. "Experimental study of corrosion inhibition of RCC element using glass FRP mats." Journal of Physics: Conference Series 2484, no. 1 (2023): 012017. http://dx.doi.org/10.1088/1742-6596/2484/1/012017.

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Abstract The corrosion of steel reinforced bars has been the main cause of affecting the strength of structural elements. An investigation on corrosion inducement at large scale on reinforced concrete beams by impressed current technique and their strengthening using Glass Fibre Reinforced polymer sheets. 5 Beams (1 uncovered + 4 covered with GFRP mats having different patterns) have been provided an accelerated environment to corrode, then tested to structural failure. The accelerated corrosion has been performed by dipping the beam into 5% NaCl solution upto half depth so as to target only t

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Zhukova, L. T., M. G. Dudnik, and Yu A. Gordin. "ACCELERATED CORROSION TESTING TECHNIQUE FOR MEDIUM DESIGN OBJECTS." Design. Materials. Technology, no. 2 (2021): 37–42. http://dx.doi.org/10.46418/1990-8997_2021_2(62)_37_42.

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19

Nossoni, G., and R. Harichandran. "Current Efficiency in Accelerated Corrosion Testing of Concrete." CORROSION 68, no. 9 (2012): 801–9. http://dx.doi.org/10.5006/0428.

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20

Prettyman, Thomas. "Corrosion Testing of Captor Strongback Bands." Journal of the IEST 28, no. 4 (1985): 29–34. http://dx.doi.org/10.17764/jiet.1.28.4.e386610j544h0276.

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Accelerated corrosion tests were conducted by the Naval Surface Weapons Center on CAPTOR mine strongback bands. Strongback bands are part of the CAPTOR suspension system, which interfaces the mine to the delivery system of minelaying aircraft and surface ships. The laboratory tests were performed to recreate the stress corrosion cracking failures observed in CAPTOR stockpile storage. The tests were designed to produce the same failures during weeks of laboratory testing which occurred after several years of stockpile storage. This magnitude of accelerated testing required the use of aggressive

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21

Mak, Michele Win Tai, Pieter Desnerck, and Janet M. Lees. "Correlation between surface crack width and steel corrosion in reinforced concrete." MATEC Web of Conferences 199 (2018): 04009. http://dx.doi.org/10.1051/matecconf/201819904009.

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Reinforced concrete structures are subjected to weather conditions, chemical attack and other sources of deterioration that can affect their performance. In particular, corrosion of the internal steel reinforcement is considered to be one of the main causes of structural deterioration. A possible consequence of corrosion is cracking of the surrounding concrete. Visual inspections are often used to inform asset management strategies. Finding a relationship between cracks that are visible on the outer surface of a structure and corrosion of the internal reinforcement can be helpful when making a

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22

Gusev, B. A., A. A. Efimov, V. V. Martynov, and A. N. Maksimova. "Accelerated corrosion tests of a contact pair austenitic stainless steel – titanium alloy." Industrial laboratory. Diagnostics of materials 90, no. 5 (2024): 40–45. http://dx.doi.org/10.26896/1028-6861-2024-90-5-40-45.

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The results of accelerated corrosion tests of a pair of austenitic stainless steel — titanium alloy under conditions of elevated temperatures and high concentrations of corrosive agents are presented, conditions for the developing the mechanism of local corrosion being the same. The proposed approach included provoking the appearance of microstress concentrators by three-point loading of test samples with subsequent forced development of local types of corrosion through simultaneous exposure to an increased concentration of corrosive agents and temperatures at a fixed exposure in an autoclave.

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23

Oduoza, Chike F., and Stacey Hingley. "Electrochemical evaluation of corrosion resistance of chromium plated nickel and copper tin alloys. A comparative study." Journal of Electrochemical Science and Engineering 8, no. 3 (2018): 227–39. http://dx.doi.org/10.5599/jese.429.

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Engineering materials and composites are frequently exposed to aggressive and chemically toxic environments with high probability for rapid corrosion and consequent deterioration and catastrophic degradation. Occasionally, a new legislation regulates against the use of existing materials, necessitating thus development of new methodologies or new materials in order to reduce material corrosion rates. The aim of this study is to test the corrosion resistance of the copper tin alloy, a material that could replace nickel compounds, recently reclassified as suspected carcinogens. Standard sizes of

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24

You, Jei Jun, Han Seung Lee, and Yoshiteru Ohno. "Study on the Mechanism of Rebar Corrosion Considering the Relationship between Corrosion and Crack Width." Key Engineering Materials 348-349 (September 2007): 481–84. http://dx.doi.org/10.4028/www.scientific.net/kem.348-349.481.

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In this study, accelerated corrosion tests were conducted on concrete specimens with and without accelerated carbonation beforehand for the purpose of elucidating the effects of carbonation, cover depth, and water-cement ratio (W/C) on the reinforcement corrosion. During testing, the corrosion current between the anode steel and cathode stainless steel was measured to continuously monitor the progress of corrosion throughout the test period, thereby investigating the mechanism of reinforcement corrosion and the relationship between corrosion and crack width, as well as other parameters.

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25

Permeh, Samanbar, and Kingsley Lau. "Assessment of Post-Tensioned Grout Durability by Accelerated Robustness and Corrosion Testing." Construction Materials 3, no. 4 (2023): 449–61. http://dx.doi.org/10.3390/constrmater3040029.

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The corrosion of steel in post-tensioned tendons has been associated with deficient grout materials containing high free sulfate ion concentrations. In a Florida bridge in 2011, tendon corrosion failures occurred for a prepackaged thixotropic grout that had developed material segregation. However, the available grout and corrosion testing prescribed in material specifications, such as grout bleed water testing, was not able to identify the propensity or modality for the grout deficiencies and the associated steel corrosion that was observed in the field. It was of interest to identify corrosio

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26

Lee, C., J. F. Bonacci, M. DA Thomas, et al. "Accelerated corrosion and repair of reinforced concrete columns using carbon fibre reinforced polymer sheets." Canadian Journal of Civil Engineering 27, no. 5 (2000): 941–48. http://dx.doi.org/10.1139/l00-030.

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An experimental study on the simulation of corrosion in large-scale reinforced concrete columns and their repair using carbon fibre reinforced polymer (CFRP) sheets is presented. Seven columns were subjected to an accelerated corrosion regime, wrapped using CFRP sheets, then tested to structural failure and (or) subjected to further post-repair accelerated corrosion, monitoring, and testing. Accelerated corrosion was achieved by adding sodium chloride to the mixing water, applying a current to the reinforcement cage, and subjecting the specimens to cyclic wetting and drying. Results showed tha

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27

Townsend, Ty, and Dev Chidambaram. "Corrosion Testing in Nitrate Molten Salt Using Rotating Cylindrical Electrode." ECS Meeting Abstracts MA2022-02, no. 12 (2022): 766. http://dx.doi.org/10.1149/ma2022-0212766mtgabs.

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Molten salts are under consideration as the working fluid in thermal power generation. Nitrate molten salts store vast amounts of energy at high temperature and are an efficient energy production medium. Nitrate molten salts are corrosive to structural materials in these applications. Static corrosion studies may neglect the effects of fluid flow on corrosion and flowing test loops can be expensive and complex. A rotating cylinder electrode (RCE) can simulate the effects of fluid flow on the corrosion of structural materials and are more compact and economical then flow loops. We have develope

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28

Efird, K. D. "Disturbed Flow and Flow-Accelerated Corrosion in Oil and Gas Production." Journal of Energy Resources Technology 120, no. 1 (1998): 72–77. http://dx.doi.org/10.1115/1.2795013.

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The effect of fluid flow on corrosion of steel in oil and gas environments involves a complex interaction of physical and chemical parameters. The basic requirement for any corrosion to occur is the existence of liquid water contacting the pipe wall, which is primarily controlled by the flow regime. The effect of flow on corrosion, or flow-accelerated corrosion, is defined by the mass transfer and wall shear stress parameters existing in the water phase that contacts the pipe wall. While existing fluid flow equations for mass transfer and wall shear stress relate to equilibrium conditions, dis

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29

Zhang, C., M. T. Le, B. B. Seth, and S. Y. Liang. "Bearing life prognosis under environmental effects based on accelerated life testing." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 216, no. 5 (2002): 509–16. http://dx.doi.org/10.1243/0954406021525304.

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The reliability of a bearing is typically estabilished by repeated life testing which provides valuable information on the fatigue mechanisms from crack initiation, crack propagation to flake or spall. Under nominal operating conditions, life testing often consumes a significant amount of time and resources, due to the comparatively high bearing mean lifetime before failure (MTBF), rendering the procedures expensive and impractical. Therefore, the technology of accelerated life testing (ALT), which is widely used in manufacturing practice, offers the attractive benefit of requiring relatively

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30

Aniket, Katkar1 Ram Agrawal2 Rushikesh Magar3 Utkarsha Tayade4 &. Dr. S.S. Pusadkar*5. "EFFECT OF CORROSION ON PERFORMANCE OF RCC BEAMS." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 6, no. 5 (2019): 214–26. https://doi.org/10.5281/zenodo.2854079.

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One of the major problems encountered in design life of any structure is deterioration due to corrosion. Many studies have been done to determine effect of corrosion on reinforced concrete members. The studies basically focused on the performance of members with either all bars corroded or bar corroded. The study evaluates the experimental effect of corrosion on the performance of reinforced cement concrete beams. The steel bars used as main reinforcement in the beams were artificially corroded using accelerated corrosion technique. The corroded main reinforcement was laid in all possible comb

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31

Feng, Zhicao, G. S. Frankel, and C. A. Matzdorf. "Quantification of Accelerated Corrosion Testing of Coated AA7075-T6." Journal of The Electrochemical Society 161, no. 1 (2013): C42—C49. http://dx.doi.org/10.1149/2.059401jes.

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32

Montoya, P., I. Díaz, N. Granizo, D. de la Fuente, and M. Morcillo. "An study on accelerated corrosion testing of weathering steel." Materials Chemistry and Physics 142, no. 1 (2013): 220–28. http://dx.doi.org/10.1016/j.matchemphys.2013.07.009.

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33

Jiao, Jinchao, Yong Lian, Zhao Liu, et al. "Correlation between Laboratory-Accelerated Corrosion and Field Exposure Test for High-Strength Stainless Steels." Materials 15, no. 24 (2022): 9075. http://dx.doi.org/10.3390/ma15249075.

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Equipment in a long-term marine atmosphere environment is prone to corrosion failure. Natural field exposure tests usually require a long time to obtain corrosion information. This study worked out a laboratory-accelerated corrosion test method that has a strong correlation with the natural environment test in Wanning, Hainan, and can be used as the basis for life assessment and the prediction of two high-strength stainless-steel materials. The mathematical model of corrosion weight loss of two high-strength stainless steels (3Cr13 and 00Cr12Ni10MoTi) was established by a field exposure test a

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34

Zhao, Shuai, Kexi Liao, Zhuoting Chen, and Feilong Zhou. "Study on corrosion mechanism of the weld seam of submarine pipeline’s spool." E3S Web of Conferences 121 (2019): 03006. http://dx.doi.org/10.1051/e3sconf/201912103006.

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This paper studies the corrosion mechanism of the weld seam of the submarine pipeline’s spool. The types and causes of inner tube weld corrosion are simulated by EDX and XRD analysis of the on-site pipe corrosion products, combined with OLGA Software simulation pipeline flow pattern. The tensile testing, impact testing and hardness testing were carried out on the base metal and the weld by tensile tester, pendulum impact tester and Brinell hardness tester to analyze the mechanical properties of the base metal and the weld; the microstructural difference between the weld and the base metal were

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35

Townsend, Ty, and Dev Chidambaram. "Alkali Chloride Molten Salt Corrosion Testing Using a Rotating Cylindrical Electrode." ECS Meeting Abstracts MA2022-02, no. 12 (2022): 752. http://dx.doi.org/10.1149/ma2022-0212752mtgabs.

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Next generation nuclear reactors utilizing alkali chloride molten salts are currently under development. These reactors operate at a higher temperature and more efficient than current nuclear reactors. Molten salt reactors necessitate research to develop knowledge of corrosion of the structural materials for this application. Static corrosion tests may fail to account for the effects that fluid flow may have on corrosion and molten salt flow loops can be complex and uneconomical. A rotating cylindrical electrode (RCE) can simulate the effects of flow on the corrosion of structural components a

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36

Loukil, Olfa, Lucas Adelaide, Véronique Bouteiller, Marc Quiertant, Frédéric Ragueneau, and Thierry Chaussadent. "Investigation of Corrosion Product Distribution and Induced Cracking Patterns in Reinforced Concrete Using Accelerated Corrosion Testing." Applied Sciences 14, no. 23 (2024): 11453. https://doi.org/10.3390/app142311453.

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The present study investigates the corrosion development and induced cracks in reinforced concrete specimens submitted to an accelerated corrosion test. The accelerated chloride-induced corrosion test was performed using an impressed current mode. Three current densities (50, 100 and 200 µA/cm2 of steel) and different exposure times were considered. The objective of the experiments is to analyse two distinct types of damage: firstly, internal damage near the steel/concrete interface, which can be observed in the distribution of corrosion products, as well as damage within the concrete cover, w

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37

Kurs, M., and A. Goncharov. "Investigation of corrosion damage of wrought aluminium alloys at full-scale accelerated tests. Part 2. Pitting corrosion." Voprosy Materialovedeniya, no. 1(97) (August 10, 2019): 175–87. http://dx.doi.org/10.22349/1994-6716-2019-97-1-00-00.

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The paper presents the results of a study of pitting corrosion of aluminum alloys of seven doping systems after testing by the full-scale accelerated method. The advantages of the method of laser scanning microscopy in the analysis of pitting corrosion are shown, which makes it possible to improve significantly the accuracy of measurements in comparison with the metallographic method. Peculiarities of the kinetics of pitting growth under long-term, accelerated tests were studied, the role of pitting corrosion in the part of characterizing the alloy’s susceptibility to local corrosion failure w

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38

Apoorva, S., and Prathap Kumar M. T. Dr. "Evaluation of Corrosion of Rebar under Simulated Marine Conditions." Journal of Advanced Cement & Concrete Technology 6, no. 1 (2023): 25–33. https://doi.org/10.5281/zenodo.7697632.

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Corrosion of steel reinforcement leading to deterioration of concrete is caused by an electrochemical due to the formation of small anodes and cathodes, resulting in ion movement between the two electrodes. Under marine environment, the inclusion of chloride into concrete is the primary reasons of reinforcement corrosion. The objective of the present study is to assess the extent of corrosion of rebar using accelerated corrosion test under simulated marine condition. In the present study, 150mm x 150mm x 150mm concrete cube specimens along with 8mm steel bar as reinforcement was used to assess

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39

Nguyen Thi Tuyet, Trinh, and Hieu Le Trung. "Accelerated corrosion effects on steel pipe pile materials in simulated Nhatrang seawater, Vietnam." Transport and Communications Science Journal 76, no. 1 (2025): 89–101. https://doi.org/10.47869/tcsj.76.1.8.

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Steel pipe piles are widely used in coastal infrastructure due to their high strength and durability. However, in tropical marine environments like Nha Trang, Vietnam, the high chloride content, temperature, and humidity significantly accelerate the corrosion process. Despite their extensive application, no published studies have specifically addressed the corrosion behavior of steel pipe piles in Vietnam's marine environment. This study investigated the accelerated corrosion effects on steel pipe pile materials in a simulated Nha Trang seawater environment, representing typical coastal condit

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40

Hansen, Douglas C., Raymond J. Santucci, Drew Sanders, et al. "(Invited) Replicating the Corrosion Behavior of Steel and Aluminum Alloys at a Coastal Exposure Site: Using an Accelerated Combined-Effects Chamber Simulation (ACES) for Improved Laboratory Corrosion Testing." ECS Meeting Abstracts MA2024-02, no. 17 (2024): 1679. https://doi.org/10.1149/ma2024-02171679mtgabs.

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Although there are numerous test methods for exposing bare and coated metals in a controlled, corrosive environment to determine relative corrosion resistance and coating behavior, the prediction and correlation of corrosion performance of “accelerated exposure tests” in environmental chambers like salt spray (B117) to field environments are not always straightforward. Existing test methods do not address the simultaneous exposure of various atmospheric and environmental conditions that can affect corrosion performance of a bare or coated metal or correlate results of exposure chamber tests wi

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41

Mehmanparast, Ali, and Azenor Vidament. "An accelerated corrosion-fatigue testing methodology for offshore wind applications." Engineering Structures 240 (August 2021): 112414. http://dx.doi.org/10.1016/j.engstruct.2021.112414.

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42

Austin, S. A., R. Lyons, and M. J. Ing. "Electrochemical Behavior of Steel-Reinforced Concrete During Accelerated Corrosion Testing." CORROSION 60, no. 2 (2004): 203–12. http://dx.doi.org/10.5006/1.3287722.

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43

Wilds, Neil. "Coatings for corrosion under insulation (CUI) protection—accelerated testing methodology." APPEA Journal 53, no. 1 (2013): 127. http://dx.doi.org/10.1071/aj12010.

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Corrosion under insulation (CUI) is a serious issue in the oil and gas industry, with failures often occurring without warning and having devastating effect. When expensive redesign is not possible or practical, operators have a number of options open to them to mitigate the risk of CUI; these include the use of various protective coatings or thermally sprayed metals. Despite a number of technologies presently available, the industry is yet to establish an accepted laboratory test method for the performance benchmarking of products. This has, in the past, damaged confidence in some solutions a

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44

Willemen, Remke, Kris De Baere, Rob Baetens, Maarten Van Rossum, and Silvia Lenaerts. "Accelerated Ballast Tank Corrosion Simulation Protocols: A Critical Assessment." Materials 17, no. 10 (2024): 2304. http://dx.doi.org/10.3390/ma17102304.

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In the realm of accelerated testing within controlled laboratory settings, the fidelity of the service environment assumes paramount importance. It is imperative to replicate real-world conditions while compressing the testing duration to facilitate early evaluations, thereby optimizing time and cost efficiencies. Traditional immersion protocols, reflective solely of full ballast tank conditions, inadequately expedite the corrosion process representative of an average ballast tank environment. Through the integration of immersion with fog/dry conditions, aligning the test protocol more closely

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45

Depoortere, M., O. Rogge, Nahuel Micone, and Wim De Waele. "Accelerating corrosion in a laboratory set-up for corrosion-fatigue of offshore steels." International Journal Sustainable Construction & Design 7, no. 1 (2016): 6. http://dx.doi.org/10.21825/scad.v7i1.3639.

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Corrosion-fatigue is a dangerous failure mechanism that is not yet fully understood. Structures subjected to corrosion-fatigue are over conservative in design, which is economically unfavourable. To counter this, representative laboratory experiments simulating the corrosion-fatigue conditions of an offshore structure should be performed. Lab testing is, for obvious reasons, performed at frequencies much higher than these of wave and wind actions. However, this means that corrosion needs to be accelerated in the same manner. In this work two different ways to accelerate corrosion were selected

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Chatisathien, Polporn, and Nuttapon Suttitam. "Atmospheric Corrosion Behavior Assessment of Carbon Steel Pipes Using Cyclic Salt Spray Test." Key Engineering Materials 658 (July 2015): 42–52. http://dx.doi.org/10.4028/www.scientific.net/kem.658.42.

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Accelerated atmospheric corrosion behavior of carbon steel pipes subjected to cyclic salt spray test was performed according to ISO 14993 – Corrosion of metals and alloys – Accelerated testing involving cyclic exposure to salt mist, “dry” and “wet” conditions [1]. In order to investigate the effect of degree of exposure to environment of inner surface of the pipe on corrosion behavior of inner surface of the specimens, degree of completeness of weldment, 0%, 50%, 80%, and 100%, of steel cover plate is varied. Exposure times in this study are 168, 336, and 504 hours which can be correlated to 1

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Tarmizi, Muhammad Izzat Mohamed, Roszilah Hamid, and Noor Azim Mohd Radzi. "A review on Induced Accelerated Corrosion Methods of Reinforced Concrete Slab and their Issues and Challenges." IOP Conference Series: Earth and Environmental Science 1444, no. 1 (2025): 012006. https://doi.org/10.1088/1755-1315/1444/1/012006.

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Abstract Deterioration of reinforced concrete (RC) structures due to corrosion of steel reinforcement embedded in concrete significantly impacts their structural performance. There are numerous studies focusing on the impact of corrosion on RC beams, however, RC slabs are also vulnerable to corrosion due to the moisture and chemical ingress through the concrete cover. Since the slabs are always thinner than beams, the effect of corrosion will lead to a faster loss of cross-sectional area of steel reinforcement. Slabs typically have larger exposed surface areas and are often subjected to chlori

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Dergach, T. O., G. D. Sukhomlyn, A. Ye Balev, and D. A. Sukhomlyn. "Accelerated electrochemical methods of testing austenitic corrosion resistant steels for resistance to intercrystallite corrosion." Bulletin of Prydniprovs’ka State Academy of Civil Engineering and Architecture, no. 3 (June 26, 2020): 46–56. http://dx.doi.org/10.30838/j.bpsacea.2312.070720.46.640.

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Kurs, M. G., and S. A. Karimova. "Salt-accelerated outdoor corrosion testing: methodology and evaluation of corrosion susceptibility of aluminum alloys." «Aviation Materials and Technologies», no. 1 (2014): 51–57. http://dx.doi.org/10.18577/2071-9140-2014-0-1-51-57.

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Derhach, T. О., D. A. Sukhomlyn, D. B. Hlushkova, and A. Ye Baliev. "Scientific and experimental justification for the industrial application of accelerated electrochemical methods for testing resistance to intergranular corrosion." Voprosy Khimii i Khimicheskoi Tekhnologii, no. 2 (April 2025): 123–33. https://doi.org/10.32434/0321-4095-2025-159-2-123-133.

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The purpose of this work is to provide a scientific and experimental justification for the widespread industrial application of accelerated electrochemical methods for testing the resistance of austenitic stainless steel products to intergranular corrosion as an alternative to prolonged (up to 240 hours) boiling tests in acid solutions. A large-scale comparative study was conducted using standardized methods for assessing the intergranular corrosion resistance: (a) in weakly oxidizing environments – an accelerated electrochemical method of potentiostatic etching in 1 N HClO4+0.25 N NaCl, compa

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