Academic literature on the topic 'Corrosion by chlorides'

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Journal articles on the topic "Corrosion by chlorides"

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Дронов and Andrey Dronov. "THE PROPERTIES OF PITTING CORROSION OF STEEL REINFORCEMENT OF REINFORCED CONCRETE BEAMS." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 2, no. 3 (2017): 32–36. http://dx.doi.org/10.12737/24678.

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Two types of steel reinforcement depassivation process: carbonation of concrete and chloride penetration are considered in the article. The comparison between the corrosion due to carbonation of concrete and the chloride-induced corrosion was carried out. It was found out, that chlorides induced corrosion is potentially more dangerous than that resulting from carbonation. Method of durable tests of reinforced concrete structures under the action of the gravitational load and the corrosive chloride environment is described in the article. The results of experimental research on reinforced concr
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Šolc, Marek, Eva Grambalová, and Marian Šofranko. "The Quality Interaction of Molten Salts in the Systems SiO2-Al2O3." Advanced Materials Research 849 (November 2013): 20–25. http://dx.doi.org/10.4028/www.scientific.net/amr.849.20.

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The aim of this study was to realize and evaluate laboratory corrosion tests associated with problems such as wear of refractory materials, for example, at processing of aluminium. Corrosion tests were carried out by static crucible corrosion test in laboratory resistive furnace at 850 °C during 2 hours in air atmosphere. Two types of aluminum-silica molded refractories were used as a corroding material. As corrosive media were applied pure chlorides, namely: sodium chloride, potassium chloride. The results of corrosion tests were evaluated by macroscopic, microscopic, chemical and semiquantit
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Chalhoub, Chantal, Raoul François, and Myriam Carcassés. "A new approach to determine the chloride threshold initiating corrosion: Preliminary results." MATEC Web of Conferences 199 (2018): 04003. http://dx.doi.org/10.1051/matecconf/201819904003.

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The initiation of corrosion by chlorides is traditionally based on the existence of a threshold that would lead to corrosion. Almost all existing approaches considered implicitly that corrosion induced by chlorides is uniform and take not into account the intrinsic localized character of corrosion in reinforced concrete structures. This work aims to implement a new test protocol that takes explicitly into account the localized nature of chlorides-induced corrosion by inducing physical separation between anode and cathode thus permitting to measure the corrosion current. The anodic part allows
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Kubzová, Monika, Vit Křivý, Viktor Urban, and Katerina Kreislova. "Corrosive Environment Factors and their Influence on the Development of Weathering Steel Corrosion Products." Key Engineering Materials 832 (February 2020): 137–46. http://dx.doi.org/10.4028/www.scientific.net/kem.832.137.

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This article deals with the topic of atmospheric corrosion. Atmospheric corrosion causes damage to nearly 80% of all existing steel structures. The main parameters of atmospheric corrosion are the time of wetness (TOW), air temperature and aggressive corrosive agents such as chlorides, sulfur dioxide and others. Currently, low alloy steels with improved atmospheric corrosion resistance called weathering steels are used for the steel structures located in outdoor environment. A protective layer of corrosion products is created on the steel surface and this layer can reduce continuation of corro
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Laoufi, Laïd, Mohamed Mouli, and Yassine Senhadji. "A Study of Natural Pozzolan Mortars Exposed to Chlorides as a Sustainable Building Material." Key Engineering Materials 650 (July 2015): 105–13. http://dx.doi.org/10.4028/www.scientific.net/kem.650.105.

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Reinforcement corrosion is caused either by chloride ions or carbonation, although chloride-induced reinforcement corrosion is the most widespread and serious problem. Moreover, the use of supplementary cementitious materials has been proposed in order to mitigate the durability problem, reduce the production costs and control the emission of greenhouse gases (GHGs). This paper reports the results of a study conducted to investigate the influence of Algerian natural pozzolan on reinforcement corrosion in blended cement mortars exposed to chlorides. Compositions, with replacement levels of 0, 1
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Li, Zun Yun, Liu Qing Tu, and Ming Qiang Qin. "Effectiveness of Amino Alcohol-Based Corrosion Inhibitor and its Influence on Concrete Properties." Applied Mechanics and Materials 578-579 (July 2014): 1454–58. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.1454.

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Corrosion of steel is the most important cause of failure of reinforced concrete structures. Corrosion inhibitors are one of the prevention methods used to avoid steel corrosion in the presence of chlorides. In this study, the effectiveness of the amino alcohol-based corrosion inhibitor has been evaluated by long-term steel corrosion monitoring in reinforced concrete. Also its influence on selected concrete properties is studied including compressive strength and chloride diffusion test. The inhibitor was added to the concrete mixture. The results show that the corrosion inhibitor is effective
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Dauberschmidt, Christoph, and Andreas Fraundorfer. "Corrosion behaviour of rebars 1.4003 in cracks of RC structures containing chlorides." MATEC Web of Conferences 199 (2018): 04006. http://dx.doi.org/10.1051/matecconf/201819904006.

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The durability of chloride exposed reinforced concrete components is decisively determined by the corrosion behaviour of the reinforcement in the crack containing chlorides. In this case, high corrosion rates may occur using conventional rebar steel, which can lead to a significant cross-sectional loss of the rebar in a short period of time. One possible way to minimise the risk of corrosion in cracks containing chlorides is to use stainless rebars. Here, mostly expensive stainless steels of the material numbers 1.4571, 1.4401 etc. are used. An efficient alternative is the use of Chromium rein
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Bondar, Olena, Viktoria Vorobyova, Iryna Kurmakova, and Olena Chygyrynets. "Aminooxoethylpyridinium Chlorides as Inhibitors of Mild Steel Acid Corrosion." Chemistry & Chemical Technology 12, no. 1 (2018): 127–33. http://dx.doi.org/10.23939/chcht12.01.127.

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Wachira, Jackson Muthengia. "Effects of Chlorides on Corrosion of Simulated Reinforced Blended Cement Mortars." International Journal of Corrosion 2019 (March 27, 2019): 1–7. http://dx.doi.org/10.1155/2019/2123547.

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Cementitious materials are subject to degradation when subjected to corrosive chloride media. This paper reports the experimental results on corrosion studies conducted on a potential cementitious material, PCDC, made from a blend of 55 % Ordinary Portland Cement (OPC), Dried Calcium Carbide Residue (DCCR), and an incineration mix of Rice Husks (RH), Spent Beaching Earth (SBE), and Ground Reject Bricks (BB). The experiments were run along 100 % OPC. Different w/c were used. Corrosion current densities using linear polarisation resistance (LPR) and corrosion potentials measurements versus satur
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Bikic, Farzet. "Investigation of the reactions of chlorides binding to aluminates using XRD and DTA methods." Chemical Industry 63, no. 2 (2009): 115–19. http://dx.doi.org/10.2298/hemind0902115b.

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The reactions of chlorides binding to aluminates were investigated by analyzing the monochloroaluminate hydrate, product of the reaction. The results show that the product is formed in the fresh concrete, after adding chloride within the stage of the preparation of concrete, as well as adding chlorides by penetration from the environment into the concrete. The obtained results are significant, considering the aspect of preventing corrosion of the steel reinforcement into the concrete. It is known that only free chlorides activate corrosion processes in the steel reinforcement in concrete. The
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Dissertations / Theses on the topic "Corrosion by chlorides"

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Chen, Liquan. "Steel corrosion sensing and chloride control in concrete structures /." View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20CHEN.

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Adiyastuti, Sri Murti Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Influence of cracks on chloride induced corrosion in reinforced concrete flexural members." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/31878.

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The penetration of chloride ions plays a crucial role in reinforcement corrosion and affects the durability and service life of marine structures. The problem is even more acute once cracking occurs in a concrete member. The presence of cracks is shown to have a significant impact on chloride penetration into concrete. It has been recognized, for concrete cracked in flexure, the chloride diffusion coefficient in the tension zone is higher than that in the compression zone. Even a single crack in the tensile zone could contribute to a higher diffusion coefficient compared to that of uncracked m
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Henry, Mark B. "Rapid analysis of chloride content of contaminated concrete." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-03302010-020058/.

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Thistlethwaite, Christopher. "Behaviour of massive reinforced concrete sections in seawater." Thesis, University of Dundee, 2014. https://discovery.dundee.ac.uk/en/studentTheses/4819cd1e-a5ce-48c2-a982-874196b3e8d9.

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This study combined research available through literature with extensive experimental studies and substantial physical modelling to estimate the remaining ultimate life of large offshore reinforced concrete structures. Although much research has focussed on concrete degradation due to chloride ingress, corrosion of permanently submerged concrete is regarded as negligible due to the long-assumed apparent worst case of tidal or splash zone exposure. Around 350 specimens were tested with a further 200 exposed for further testing by future research groups. Specimens ranged in size from standard cu
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NETO, de JESUS ANTONIO C. "Estudo dos parâmetros: teor de NaCl e acabamento superficial, na resistência à corrosão por PITE em tubos de cobre." reponame:Repositório Institucional do IPEN, 2008. http://repositorio.ipen.br:8080/xmlui/handle/123456789/11614.

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Made available in DSpace on 2014-10-09T12:53:53Z (GMT). No. of bitstreams: 0<br>Made available in DSpace on 2014-10-09T14:09:31Z (GMT). No. of bitstreams: 0<br>Dissertação (Mestrado)<br>IPEN/D<br>Instituto de Pesquisas Energéticas e Nucleares - IPEN-CNEN/SP
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Raseroka, Mantsaye S. "Controlled chloride cracking of austenitic stainless steel." Pretoria : [s.n.], 2009. http://upetd.up.ac.za/thesis/available/etd-07032009-120615/.

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Ossorio, Dominguez Anile. "Análise comparativa de inibidores de corrosão na água poro e no concreto armado para aço carbono CA-50." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/148761.

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No presente trabalho analisa-se o comportamento do aço de reforço ante à corrosão, com o uso dos inibidores: nitrito de sódio, fosfato de sódio e etalonamina, na água de poros contaminada com cloreto, e no concreto com a finalidade de analisar seus resultados e seus mecanismos diferenciados. Para cumprir este objetivo o presente trabalho divide-se em duas etapas: uma primeira etapa baseada em simular sinteticamente a água de poro de um concreto, cuja solução é KOH 28g/l+NaOH 4g/l. Essa água de poro é simulada em ambiente marinho, cuja solução é KOH 28g/l + NaOH 4g/l+NaCl 35g/l, e a esta soluçã
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Soares, Beatriz Maria Curtio 1983. "Estudo da resistência à corrosão de ligas de alumínio para embalagem de bebidas carbonatadas." [s.n.], 2013. http://repositorio.unicamp.br/jspui/handle/REPOSIP/255959.

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Orientador: Carlos Alberto Rodrigues Anjos<br>Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia de Alimentos<br>Made available in DSpace on 2018-08-24T02:04:55Z (GMT). No. of bitstreams: 1 Soares_BeatrizMariaCurtio_D.pdf: 4935391 bytes, checksum: 1fda7db59f6fdc54d9072cb0cff1fe61 (MD5) Previous issue date: 2013<br>Resumo: Neste trabalho estudou-se a ação dos íons cloreto e de cobre no comportamento corrosivo de ligas de alumínio utilizadas na fabricação de latas de alumínio para bebidas. Foram avaliados seis tipos de refrigerantes (de cola, guaraná, de uva, de limã
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Castanheiro, Sérgio Longhi. "Estudo dos oxiânions molibdato e tungstato como inibidores de corrosão localizada para aços inoxidáveis austeníticos 347 e 304L em água com elevado grau de pureza contendo íons cloreto e em condições hidrodinâmicas controladas." Universidade de São Paulo, 2008. http://www.teses.usp.br/teses/disponiveis/3/3137/tde-30052008-130122/.

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Este trabalho tem por objetivo estudar a eficiência dos oxiânions molibdato (MoO4 2-) e tungstato (WO4 2-) na inibição da corrosão localizada em aços inoxidáveis austeníticos (347 e 304L) em sistemas de água com alto grau de pureza na presença de íons cloreto (Cl-). Para avaliar a ação dos oxiânions estudados foram empregadas técnicas eletroquímicas de monitoramento do potencial de circuito aberto (Eoc), espectroscopia de impedância eletroquímica (EIS), polarização cíclica (PC) e cronoamperometria (CA). Para caracterização superficial foram utilizadas microscopia óptica (MO) e microscopia elet
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Rios, Giancarlo. "Effect of chlorides on the electrochemical behaviour of thermally sprayed aluminium protective coatings." Thesis, University of Manchester, 2012. https://www.research.manchester.ac.uk/portal/en/theses/effect-of-chlorides-on-the-electrochemicalbehaviour-of-thermally-sprayed-aluminiumprotective-coatings(2ab6cac3-d935-40d1-948a-02e968199217).html.

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Sacrificial metallic coatings have been used in the past, for protecting steel in industrial and urban developments. It has been suggested that thermally sprayed aluminium coatings, immersed in marine environments, are also capable of protecting steel by providing galvanic protection. Researchers have also speculated that the growth of inert oxide products, on top of the coating as well as inside pores and cracks, could enhance even further its protective “shielding” properties. In addition, the self-healing abilities of the coatings, in case of mechanically induce damage, are still a matter o
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Books on the topic "Corrosion by chlorides"

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Henriksen, Carsten. Kloridbetinget korrosion: Undersøgelse af kloridbelastning og korrosion på brosøjler. Vejdirektoratet, Broområdet, 1991.

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Wieczorek, Grzegorz. Wpływ chlorków na korozję stali zbrojeniowej w betonie =: Influence of chlorides on the reinforcing steel corrosion in concrete. Wydawnictwa Instytutu Techniki Budowlanej, 1993.

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Lars-Olof, Nilsson, and Basheer, P. A. Muhammad (Paliakarakadu Assen Muhammed), eds. Resistance of concrete to chloride ingress: Testing and modelling. Spon Press, 2012.

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Suryavanshi, A. K. Chloride-induced corrosion of steel in concrete. UMIST, 1994.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7.

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Litawati. Effect of chloride on inhibition by decanoic on corrosion of mild steel. UMIST, 1998.

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Pech-Canul, M. A. Electrochemical studies of corrosion inhibition of mild steel in neutral chloride solutions. UMIST, 1993.

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DiGiano, Francis A. Disinfectant decay and corrosion: Laboratory and field studies. Awwa Research Foundation, 2004.

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Walker, Robert James. Aspects of the prevention and repair of chloride-induced corrosion of steel in concrete. Aston University. Department of Civil Engineering, 1994.

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Lem, John. Effects of chloride ion in cement pore solution on the corrosion of embedded iron. National Library of Canada, 1993.

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Book chapters on the topic "Corrosion by chlorides"

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Li, Xunji, Juantao Zhang, Wenwen Song, Zeliang Chang, Yan Han, and Rui Cai. "Cigarette Butts Water Extracts as Corrosion Inhibitor in Oil Field Acidizing Fracture Using Different Metal Chlorides Intensifiers." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0107-0_110.

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Saouma, Victor E., and M. Amin Hariri-Ardebili. "Chloride, Carbonation and Corrosion." In Aging, Shaking, and Cracking of Infrastructures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57434-5_9.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Chloride Ingress in Stressed Concrete." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_2.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Chloride Ingress in Cracked Concrete." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_3.

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Agarwala, V. S. "Enhancement of Acid-Chloride Resistance in a Chromate Conversion Coating." In Polymeric Materials for Corrosion Control. American Chemical Society, 1986. http://dx.doi.org/10.1021/bk-1986-0322.ch019.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Corrosion Development in Concrete Beams Under Service Loads." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_5.

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Khullar, Piyush, and Robert G. Kelly. "Electrochemical Measurements in Thin Electrolyte Layers Using Sintered Silver/Silver Chloride Electrodes." In Advances in Electrochemical Techniques for Corrosion Monitoring and Laboratory Corrosion Measurements. ASTM International, 2019. http://dx.doi.org/10.1520/stp160920170230.

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Abramov, A. V., I. B. Polovov, V. A. Volkovich, and O. I. Rebrin. "Corrosion of Austenitic Stainless Steels in Chloride Melts." In Molten Salts Chemistry and Technology. John Wiley & Sons, Ltd, 2014. http://dx.doi.org/10.1002/9781118448847.ch6e.

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van Zijl, Gideon P. A. G., Schalk R. Bezuidenhout, and Algurnon S. van Rooyen. "Chloride-Induced Corrosion of Cracked Cement-Based Composites." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_74.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Introduction." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_1.

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Conference papers on the topic "Corrosion by chlorides"

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Li, Kaikai, Wei Wu, Guangxu Cheng, Yun Li, Haijun Hu, and Hao Zhang. "Corrosion Behavior of X70 Pipeline Steel and Corrosion Rate Prediction Under the Combination of Corrosive Medium and Applied Pressure." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65651.

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Natural gas transmission pipeline is prone to internal corrosion due to the combination of corrosive impurities in the pipe (such as CO2, H2S and chlorides) and applied pressure of the pipeline, which seriously affects the safe operation of the pipeline. In this work, the corrosion behavior of a typical X70 pipeline steel was investigated by using potentiodynamic polarization and electrochemical impendence spectroscopy (EIS). The polarization and EIS data under different CO2 partial pressures (0–1 atm), H2S concentrations (0–150 ppm), chloride concentrations (0–3.5 wt%) and tensile stress (0–4
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Kupwade-Patil, K., T. J. John, B. Mathew, H. Cardenas, and H. Hegab. "Diffusion Analysis of Chloride in Concrete Following Electrokinetic Nanoparticle Treatment." In ASME 2010 8th International Conference on Nanochannels, Microchannels, and Minichannels collocated with 3rd Joint US-European Fluids Engineering Summer Meeting. ASMEDC, 2010. http://dx.doi.org/10.1115/fedsm-icnmm2010-31153.

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Concrete is a highly porous material which is susceptible to the migration of highly deleterious species such as chlorides and sulfates. Various external sources including sea salt spray, direct sea water wetting, deicing salts and brine tanks harbor chlorides that can enter reinforced concrete. Chlorides diffuse into the capillary pores of concrete and come into contact with the rebar. When chloride concentration at the rebar exceeds a threshold level it breaks down the passive layer of oxide, leading to chloride induced corrosion. Application of electrokinetics using positively charged nanop
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Liu, Yacheng, Weidong Fan, Xiang Zhang, and Naixing Wu. "Analysis on High Temperature Corrosion Behaviors of Boiler Steels Under High-Chlorine Coal Ash." In ASME 2017 Power Conference Joint With ICOPE-17 collocated with the ASME 2017 11th International Conference on Energy Sustainability, the ASME 2017 15th International Conference on Fuel Cell Science, Engineering and Technology, and the ASME 2017 Nuclear Forum. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/power-icope2017-3215.

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Chlorine is a harmful constituent in coal, contributing to severe high temperature corrosion on the super-heater and re-heater tubes in utility boiler firing high-chlorine coal (more than 0.3 wt.%). Characteristics of the corrosion contain not only the formed products on the metal surface, but also intergranular attack inner the alloy, resulting in great potential safety hazard and economic loss. The prevailing Cl-related mechanisms of high temperature corrosion involve active oxidation and fluxing, which mean both corrosive elements in the flue gas and deposits on the boiler metal surface can
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Lai, George Y. "Corrosion Mechanisms and Alloy Performance in Waste-to-Energy Boiler Combustion Environments." In 12th Annual North American Waste-to-Energy Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/nawtec12-2214.

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The combustion of municipal solid waste in a boiler for power generation produces a very corrosive environment for the boiler tube materials. The environment contains HCl, SO2, various metal chlorides and sulfates along with typical combustion products. Due to their low melting points and high vapor pressures, metal chlorides are believed to be primarily responsible for the boiler tube corrosion problems encountered in waste-to-energy (WTE) boilers. Without some sort of corrosion protection method, the standard materials of the construction for the boiler, such as carbon and Cr-Mo steels, are
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Brossard, Jean-Michel, Florimonde Lebel, Christophe Rapin, et al. "Lab-Scale Study on Fireside Superheaters Corrosion in MSWI Plants." In 17th Annual North American Waste-to-Energy Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/nawtec17-2339.

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Combustion of the municipal waste generates highly corrosive gases (HCl, SO2, NaCl, KCl and heavy metals chlorides) and ashes containing alkaline chlorides and sulphates. Currently, corrosion phenomena are particularly observed on superheater’s tubes. Corrosion rates depend mainly on installation design, operating conditions i.e. gas and steam temperature and velocity of the flue gas containing ashes. This paper presents the results obtained using an innovative laboratory-scale corrosion pilot, which simulates MSWI boilers conditions characterized by a temperature gradient at metal tube on the
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Shifler, David A. "The Increasing Complexity of Corrosion in Gas Turbines." In ASME Turbo Expo 2019: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/gt2019-90111.

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Abstract Removal of fuel sulfur assumes that hot corrosion events will subsequently end in shipboard and aero gas turbine engines. Most papers in the literature since the 1970s consider Na2SO4 and SO3 as the primary reactants causing hot corrosion. However, several geographical sites around the world have relatively high pollutant levels (particulate matter, SO2, etc.) that have the potential to initiate high-temperature corrosion. The deposit chemistry influencing hot corrosion is more complex consisting of multiple sulfates and silicates with the addition of chlorides in a marine environment
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Albina, Dionel O., Karsten Millrath, and N. J. Themelis. "Effects of Feed Composition on Boiler Corrosion in Waste-to-Energy Plants." In 12th Annual North American Waste-to-Energy Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/nawtec12-2215.

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Municipal solid wastes (MSW) typically contain plastic materials, leather, textiles, batteries, food waste and alkalis. These materials are sources of chlorine, sulfur, potassium, zinc, lead and other heavy metals that can form corrosive media during combustion of the MSW in waste-to-energy (WTE) facilities. Chlorides and sulfates, along with fly ash particles, condense or deposit on the waterwall surfaces in the combustion chamber and on other heat exchanger surfaces in the convection path of the process gas, such as screens and superheater tubes. The resulting high corrosion spots necessitat
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SHIMANOVSKY, Alexandr, and Sergey GRIDNEV. "INFLUENCE OF CHLORIDE CORROSION ON THE STRESS-STRAIN STATE OF THE REINFORCED CONCRETE PLATE ON AN ELASTIC BASE." In RURAL DEVELOPMENT. Aleksandras Stulginskis University, 2018. http://dx.doi.org/10.15544/rd.2017.074.

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The operating conditions of a number of reinforced concrete structures used in agricultural production cause the need of taking into account the chloride corrosion to analyze their long-term operation strength. Under the influence of chloride corrosion, the destruction of concrete and corrosion of metal reinforcement appear and lead to a change in the stress-strain state of the reinforced structures and to their durability reduction. In the presented work, the mathematical model of the elastically based reinforced concrete plate under the influence of chloride corrosion is presented as a fourt
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Pillai, Radhakrishna, and Jayachandra Karuppanasamy. "Probabilistic Estimation of Corrosion Propagation Period for Prestressed Concrete Structures Exposed to Chlorides." In International Conference on the Durability of Concrete Structures. Purdue University Libraries Scholarly Publishing Services, 2014. http://dx.doi.org/10.5703/1288284315474.

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Wood, Jonathan G. M. "Predicting Deterioration for Design and Maintenance: AAR and Chlorides." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.352.

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Abstract:
In the 1980s engineers faced major challenges from severe concrete deterioration from AAR (Alkali Aggregate Reaction) and from corrosion. The construction of the Channel and Storebaelt Tunnels required major improvements in specifying concrete to combat both these problems. Anglo-Danish cooperation of consultants and research centres led to innovations in cementitious materials, assessment of aggregates, the testing of materials and predicting deterioration. Since then RILEM has provided an international framework to guide developments on AAR diagnosis, appraisal, testing and specification. Qu
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Reports on the topic "Corrosion by chlorides"

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Kruizenga, Alan Michael. Corrosion mechanisms in chloride and carbonate salts. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1051732.

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Burgess, M., J. M. Haschke, T. H. Allen, L. A. Morales, D. M. Jarboe, and C. V. Puglisi. Chloride-catalyzed corrosion of plutonium in glovebox atmospheres. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/663367.

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McNallan, M., S. Danyluk, and J. E. Indacochea. High temperature corrosion during use of chlorine. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/6970166.

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Friedman, J., and J. E. Hanafee. Corrosion/Electrochemistry of Monocrystalline and Polycrystalline Beryllium in Aqueous Chloride Environment. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/792322.

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McNallan, M. High temperature corrosion during use of chlorine containing gel. Office of Scientific and Technical Information (OSTI), 1992. http://dx.doi.org/10.2172/7274323.

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McNallan, M. High temperature corrosion during use of chlorine containing coal. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/5767735.

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GARCIA-DIAZ, BRENDA, and MICHAEL MARTINEZ-RODRIGUEZ. FULL LOOP THERMODYNAMIC CORROSION INHIBITION AND SENSING IN MOLTEN CHLORIDE SYSTEMS - FINAL REPORT. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1734665.

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Vijay Sethi and M.P. Sharma. Corrosion Effects of Calcium Chloride Injection for Mercury Control on the Pollution Control Equipment. Office of Scientific and Technical Information (OSTI), 2009. http://dx.doi.org/10.2172/993824.

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Bradshaw, Robert W., and W. Miles Clift. Effect of chloride content of molten nitrate salt on corrosion of A516 carbon steel. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/1002088.

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Chou, C. L. Behavior of sulfur and chlorine in coal during combustion and boiler corrosion. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/5933592.

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