Relevant bibliographies by topics / Chloride induced corrosion

Academic literature on the topic 'Chloride induced corrosion'

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Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Chloride induced corrosion"

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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 (April 4, 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 concrete structures with corrosive damages to steel reinforcement are given in the article. The properties of corrosion cracking in the case of the pitting corrosion were determined. The character of corrosive damage distribution along the reinforcement bars and its effect on the strength of reinforced concrete beams were determined.
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Li, Weiwen, Yi Liu, Zhilu Jiang, Yiqin Fang, Nianrong Zhan, Wujian Long, and Feng Xing. "Chloride-induced corrosion behavior of reinforced cement mortar with MWCNTs." Science and Engineering of Composite Materials 27, no. 1 (September 12, 2020): 281–89. http://dx.doi.org/10.1515/secm-2020-0029.

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AbstractThe use of multi-walled carbon nanotubes (MWC-NTs), as excellent mechanical and conductive fibers, for making self-sensing cementitious composites has attracted great interest. However, few researches have focused on the durability of mortar with MWCNTs. This paper attempts to explore the corrosion of embedded steel rebar in cement mortar with different contents of MWC-NTs. Tests for compressive strength, chloride migration coefficient, conductivity, and corrosion behaviors of MWCNT-cement mortar were carried out. The results show that the addition of MWCNTs to the cement mortar accelerated the development of the steel corrosion under chloride environment. The migration behavior of chlorine ions and steel corrosion rate were related to the carbon nanotube content. The increase in carbon nanotube content resulted in higher steel corrosion intensities. Moreover, the rates of chloride transport into the mortar increased with the nanotube content under both accelerated and natural chloride conditions.
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Dhir, R. K., M. R. Jones, and M. J. McCarthy. "PFA concrete: chloride-induced reinforcement corrosion." Magazine of Concrete Research 46, no. 169 (December 1994): 269–77. http://dx.doi.org/10.1680/macr.1994.46.169.269.

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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 to test different levels of chlorides and the cathodic part to highlight the ohmic (limiting ionic current by low porosity) and cathodic (restricting access to oxygen due to saturation of porosity, low porosity, dioxygen consumption by additions) control of corrosion. The chloride threshold is set on the basis of a threshold corrosion current that is considered acceptable with respect to the structure’s life. The first results provide a preliminary idea of the variation of corrosion rate in function of chlorides content. This method also highlights the influence of surface condition of the steel-concrete interface on the corrosion current.
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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, 10, 20 and 30% of normal Portland cement by mass of cement by natural pozzolan, were investigated. The exposure solution contained a fixed concentration of 5% sodium chloride. The compressive strength, corrosion potential, corrosion current density, sorptivity, rapid chloride ion penetration, in accordance with the standard ASTM C1202-12, were determined in order to characterize the mechanical and electrochemical behavior of the mortars. It was found that the use of natural pozzolan had resulted in a significant decrease in the corrosion rate of rebars, better mechanical performances and also a resistance to penetration of chlorides ions.
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Cao, Zhong Lu, Makoto Hibino, and Hiroki Goda. "Effect of Nitrite Concentration and pH on Steel Corrosion Induced by Sulfate in Simulated Concrete Pore Environment." Applied Mechanics and Materials 368-370 (August 2013): 911–18. http://dx.doi.org/10.4028/www.scientific.net/amm.368-370.911.

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The effect of nitrite on steel corrosion induced by sulfate in three simulated concrete pore environments has been investigated by means of half-cell potential, linear polarization resistance and visual examination, as well as sulfate-induced corrosion is compared with chloride-induced corrosion. The results indicate that with the presence of nitrite, sulfate-induced corrosion can be inhibited effectively. Sulfate threshold level increases with the increasing of nitrite concentration and highly alkaline environment plays an important role in assisting nitrite to inhibit sulfate-induced corrosion. Chloride-induced corrosion is more prone to initiate than sulfate-induced corrosion in highly alkaline environment but in neutral environment, when nitrite content is equal to or less than 0.053mol/L, sulfate-induced corrosion is more likely to occur than chloride-induced corrosion.
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Truschner, Mathias, Jacqueline Deutsch, Gregor Mori, and Andreas Keplinger. "Cathodic and Anodic Stress Corrosion Cracking of a New High-Strength CrNiMnMoN Austenitic Stainless Steel." Metals 10, no. 11 (November 19, 2020): 1541. http://dx.doi.org/10.3390/met10111541.

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A new high-nitrogen austenitic stainless steel with excellent mechanical properties was tested for its resistance to stress corrosion cracking. The new conventional produced hybrid CrNiMnMoN stainless steel combines the excellent mechanical properties of CrMnN stainless steels with the good corrosion properties of CrNiMo stainless steels. Possible applications of such a high-strength material are wires in maritime environments. In principle, the material can come into direct contact with high chloride solutions as well as low pH containing media. The resistance against chloride-induced stress corrosion cracking was determined by slow strain rate tests and constant load tests in different chloride-containing solutions at elevated temperatures. Resistance to hydrogen-induced stress corrosion cracking was investigated by precharging and ongoing in-situ hydrogen charging in both slow strain rate test and constant load test. The hydrogen charging was carried out by cathodic charging in 3.5 wt.% NaCl solution with addition of 1 g/L thiourea as corrosion inhibitor and recombination inhibitor to ensure hydrogen absorption with negligible corrosive attack. Slow strain rate tests only lead to hydrogen induced stress corrosion cracking by in-situ charging, which leads to total hydrogen contents of more than 10 wt.-ppm and not by precharging alone. Excellent resistance to chloride-induced stress corrosion cracking in 43 wt.% CaCl2 at 120 °C and in 5 wt.% NaCl buffered pH 3.5 solution at 80 °C is obtained for the investigated austenitic stainless steel.
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Østnor, T. A., and H. Justnes. "Anodic corrosion inhibitors against chloride induced corrosion of concrete rebars." Advances in Applied Ceramics 110, no. 3 (April 2011): 131–36. http://dx.doi.org/10.1179/1743676110y.0000000017.

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Glass, G. K., and N. R. Buenfeld. "Chloride-induced corrosion of steel in concrete." Progress in Structural Engineering and Materials 2, no. 4 (October 2000): 448–58. http://dx.doi.org/10.1002/pse.54.

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Park, Joon Woo, Ki Yong Ann, and Chang-Geun Cho. "Resistance of Alkali-Activated Slag Concrete to Chloride-Induced Corrosion." Advances in Materials Science and Engineering 2015 (2015): 1–7. http://dx.doi.org/10.1155/2015/273101.

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The corrosion resistance of steel in alkali-activated slag (AAS) mortar was evaluated by a monitoring of the galvanic current and half-cell potential with time against a chloride-contaminated environment. For chloride transport, rapid chloride penetration test was performed, and chloride binding capacity of AAS was evaluated at a given chloride. The mortar/paste specimens were manufactured with ground granulated blast-furnace slag, instead of Portland cement, and alkali activators were added in mixing water, including Ca(OH)2, KOH and NaOH, to activate hydration process. As a result, it was found that the corrosion behavior was strongly dependent on the type of alkali activator: the AAS containing the Ca(OH)2activator was the most passive in monitoring of the galvanic corrosion and half-cell potential, while KOH, and NaOH activators indicated a similar level of corrosion to Portland cement mortar (control). Despite a lower binding of chloride ions in the paste, the AAS had quite a higher resistance to chloride transport in rapid chloride penetration, presumably due to the lower level of capillary pores, which was ensured by the pore distribution of AAS mortar in mercury intrusion porosimetry.
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Dissertations / Theses on the topic "Chloride induced corrosion"

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McCarthy, Michael John. "Chloride and carbonation-induced reinforcement corrosion in PFA concrete." Thesis, University of Dundee, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.490143.

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Govindarajan, Balakumaran Soundar Sriram. "Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks." Diss., Virginia Tech, 2012. http://hdl.handle.net/10919/26437.

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Modeling of chloride-induced deterioration of bridge decks by using Fickâ s Second Law of diffusion was performed. The objective of this study is to select suitable input parameters for the model to estimate the service life of bridge decks. Five bridge decks, one in each of the following states, Virginia, Florida, New Jersey, New York, and Minnesota were evaluated. Data collection process involved visual inspections, damage surveys, corrosion testing including continuity, one-point resistivity, four-point resistivity, half-cell potentials, and three-electrode linear polarization, reinforcement cover depths, chloride samples. The Virginia bridge deck was built with epoxy-coated reinforcement as top reinforcement mat and black bar as the bottom mat. The Florida bridge is a segmental prestressed box girder structure built with black bar. The New Jersey bridge deck was overlaid with latex modified concrete. The New York bridge deck, which was built in 1990, is six inch concrete topping over prestressed adjacent box beams structure with epoxy-coated bar in the negative moment area. The Minnesota bridge was rebuilt in 1984. The deck was rebuilt with epoxy coated reinforcing steel in the top and bottom mats. The probabilistic Fickian model requires reinforcement cover depths, surface chloride concentration, chloride initiation concentration, and diffusion coefficients as input parameters. The chloride initiation concentration was input via parametric bootstrapping, while the other parameters were input as simple bootstrapping. Chloride initiation concentration was determined from the chloride concentration at the reinforcement bar depths. The modeling results showed that the deterioration of the Virginia bridge deck was corrosion controlled and the bridge will undergo increasingly severe damage in the future. Florida bridge deck is not undergoing corrosion and will not experience corrosion damage within 100 years. New Jersey bridge deckâ s service life has been most likely extended by the overlay. Deterioration of the New York bridge was not corrosion controlled, but was related to longitudinal cracking of the topping at match lines of adjacent box beams. Minnesota bridge deck is delaminated and contained a large number of cracks that should be included in service life modeling; otherwise the service life estimate is underestimated. In addition to service life corrosion performance modeling, analyses were conducted on the relationships and interrelations of resistivity, corrosion potential, corrosion current and chloride at the reinforcing bar depth.
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Siegwart, Michael. "The feasibility of electrochemical chloride extraction on prestressed concrete structures." Thesis, University of Ulster, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.252423.

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Angst, Ueli. "Chloride induced reinforcement corrosion in concrete : Concept of critical chloride content – methods and mechanisms." Doctoral thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-14245.

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Chloride induced reinforcement corrosion is widely accepted to be the most frequent mechanism causing premature degradation of reinforced concrete structures. Condition assessment and service life prediction is based on comparing the chloride content in the concrete at the steel depth – either measured in the field or computed by means of theoretical modelling – with the chloride content that is believed to be tolerable before corrosion starts. The latter is commonly referred to as critical chloride content or chloride threshold value. Owing to the considerable statistical variation of the parameters involved in service life considerations, probabilistic approaches are preferentially used since these aim at taking into account the uncertainties inherent to all parameters – at least on a theoretical basis. The present thesis approached the issue of chloride induced reinforcement corrosion from various angles. First, a non-destructive chloride measurement technique was studied. Second, the critical chloride content was reviewed with particular focus on how to determine this value experimentally and on common practice of its application. In a third part, the mechanism of chloride induced corrosion was experimentally studied. Regarding the measurement of chlorides, the application of ion selective electrodes (ISEs) as non-destructive chloride sensors in concrete was investigated. It was found that silver / silver chloride electrodes respond to the chloride ion activity in the pore solution as expected from theory and are functional also in highly alkaline environments. However, correct measurement of the sensor potential is the critical step and in this regard, the presence of diffusion potentials was identified as serious error source. These disturbing potentials arise from concentration gradients along the measurement path between reference electrode and ISE, particularly owing to pH gradients and chloride profiles. The error can be minimised by optimal placing of the reference electrode with respect to the ISE. Generally, in uncarbonated, alkaline concrete, the accuracy of this non-destructive chloride measurement method was found to be comparable to the accuracy of common procedures to determine the acid-soluble chloride content in concrete powder. On the other hand, when the pH of the concrete is on a lower level such as owing to the presence of pozzolanas, the adverse effect of diffusion potentials arising from chloride profiles increases and negatively affects the measurement accuracy. A review on the critical chloride content has shown that this parameter scatters significantly in the literature and that the published data does not offer a basis to improve service life predictions. The reported values are not consistent, particularly regarding non-traditional binder types. This was, at least partly, explained by the wide variety of experimental methods and the pronounced effect of certain experimental parameters. It was concluded that there is a strong need for a generally accepted, practice-related test setup for the critical chloride content. Without reliable input data, the common practice of probabilistic service life modelling is highly questionable. Both based on experimental results as well as the literature review, recommendations were made for a realistic test setup; these include the use of ribbed steel in as-received condition, chloride exposure by cyclic wetting and drying as well as leaving the rebar at its free corrosion potential rather than subjecting it to potentiostatic control. While it was from experimental work concluded that even in rather small laboratory specimens, the cathode is sufficiently large to provide realistic conditions for (early) pitting corrosion, probabilistic considerations have illustrated that the specimen size is likely to significantly influence the measured critical chloride content. More specifically, the smaller the specimens, the higher the expected mean critical chloride content and the larger the scatter of measured values. It was further discussed how the size effect influences the concept of critical chloride content and service life modelling in general. It was suggested that the size of specimens on which the critical chloride content is measured has to be taken into account when transferring the values to structures of real-life dimensions in probabilistic service life calculations. A procedure of how this can be done by considering structural behaviour was sketched (characteristic length). Regarding corrosion performance, the steel/concrete interface was found to be the most important influencing factor. Investigations by means of scanning electron microscopy revealed microstructural differences of top and lower sides of rebars that were horizontally orientated during casting, in particular the presence of a bleed-water zone below the reinforcement. It was striking that chloride induced corrosion initiated preferentially on the rebar side with the bleed-water zone regardless of the direction of chloride ingress. Also entrapped air voids were frequently observed at the steel/concrete interface; however, these coincided never with the location of corrosion onset. It was suggested that the internal moisture state is decisive in determining which interfacial defects present a risk of corrosion initiation. Last but not least, it was experimentally observed that steel embedded in concrete might depassivate/repassivate several times until stable pitting corrosion is achieved – at least under unpolarised conditions. After the first signs of corrosion onset, a marked increase in chloride content was often required to prevent repassivation and to enable stable pit growth. The time at which the chloride content is measured and taken as critical chloride content is thus decisive for the outcome of a laboratory test method. It was suggested that in order to obtain practicerelated chloride threshold values, this should be done as soon as stable pit growth is achieved (rather than at the first depassivation event). Finally, measurements after depassivation provided insight into the mechanism of early pitting corrosion and lead to the conclusion that the corrosion kinetics are at this stage dominated by anodic diffusion control.
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Cao, Ji. "Prediction and optimization of chloride-induced corrosion of concrete structures /." Available to subscribers only, 2007. http://proquest.umi.com/pqdweb?did=1456291171&sid=7&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Zarouni, Ismael. "Effects of admixtures on chloride-induced corrosion of steel in concrete." Thesis, University of Leeds, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.438568.

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Yonezawa, T. "Pore sollution composition and chloride-induced corrosion of steel in concrete." Thesis, University of Manchester, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.383941.

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Al-Khyatt, Ala'a Ismael Mohammed. "High temperature chloride induced corrosion of nickle and nickle based alloys." Thesis, Cranfield University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305267.

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Scatigno, Giuseppe Giovanni. "Chloride-induced transgranular stress corrosion cracking of austenitic stainless steel 304L." Thesis, Imperial College London, 2016. http://hdl.handle.net/10044/1/51506.

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Stress corrosion cracking (SCC) of austenitic stainless steels has been a known failure mode for more than 80 years and it continues to be a major cause of concern in the nuclear industry. The so-called nuclear grades, such as 304L, contain low levels of C and are therefore hard to sensitise, which is a major problem with high C grades, and these low C grades mainly fail by transgranular SCC. The effect of cold work (CW) has long been known to have a detrimental effect on SCC performance of a stainless steel component. CW is readily introduced in engineering components, through manufacturing history, or implementation, i.e. welding and hammering during fitting. The aim of this thesis is to systematically assess the role of CW in Cl-induced atmospheric SCC in 304L grade austenitic stainless steel. 304L is widely used in the nuclear industry, for both the primary cooling system of nuclear power plants and dry casks for interim storage of spent nuclear fuel. CW was applied in uniaxial tension to levels of 0, 0.5, 1, 2, 5 10, 20, and 40%. The specimens were loaded in a jig to produce a uniform stress of 60 MPa on the top surface and corroded under atmospheric conditions at 75°C, 70% relative humidity, using MgCl2, for 20 days. The role of applied stress (from 60-180 MPa), on SCC susceptibility was investigated at a fixed level of CW (chosen as 10% CW after preliminary experiments) using indicators such as crack density. Secondary and transmission electron microscopy, electron back-scattered diffraction, focused ion beam and secondary ion spectroscopy were the main characterisation techniques used. The maximum susceptibility to SCC was observed between 0.5-5% CW, while 20 and 40% CW did not exhibit cracking. The characterisation of the samples tested provided evidence that Cl is found ahead of the crack tip, whereas oxygen is not, which was never previously observed in the literature. Secondary ion mass spectroscopy and transmission electron microscopy were both used to observe and study the presence of Cl. Simulations such as SRIM and Casino 3.2 were used to confirm that the findings were not a technique artefact. Evidence of dealloying was also observed during the characterisation. Dealloying has long been deemed unlikely in Cl-SCC of austenitic stainless steel, but recent work showed that this may also be an available mechanism for SCC as more and more of the characteristics features of dealloying are observed. The dealloying signs observed were: nanoporosity, found on fracture surfaces; severe striations, heavy dissolution of slip planes; element migration (areas of light and dark contrast in back scattered electron images, dictated by the migration of Cr); cleavage failure; Cr and Ni migration around the crack. The role of salt loading was investigated. Different levels of salt deposition were tested in order to obtain an engineering threshold for salt deposition, namely: low ( < 5.70 x 10-3 g cm-2), medium (5.70 x 10-3–1.42 x 10-2 g cm-2) and high ( > 1.42 x 10-2 g cm-2). A linear relationship was observed between level of salt deposited and both crack density and corrosion area. However, more work is necessary to obtain a threshold.
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Ma, Qianmin. "Chloride transport and chloride induced corrosion of steel reinforcement in sodium silicate solution activated slag concrete." Thesis, Queen's University Belfast, 2013. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.602593.

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Sodium silicate solution (or water glass, WG) activated slag is one of the potential alternatives to 100% replace PC. WG activated slag concrete has different pore solution composition from that of PC. This could result in different chloride transport and corrosion of embedded steel for such concretes. In this research, chloride transport and resulting corrosion of steel in 12 WG activated slag concretes with Na20% of 4, 6 and 8 and Ms of 0.75, 1.00, 1.50 and 2.00 were investigated. PC concrete with the same binder content of 400kg/m3 was studied as a reference. The results showed that the corrosion rate of the steel in the WG activated slag concretes was comparable or even higher than that of the PC concrete irrespective of the lower chloride diffusivity of the former. The WG activated slag concrete with the combination ofNa20% of 6% and Ms of 1.50 gave the lowest chloride diffusivity and corrosion rate. Chloride migration coefficient, ASTM C 1202 charge passed and bulk electrical resistivity had a poor correlation with non-steady state chloride diffusion coefficient for WG activated slag concretes. The criteria of macro cell corrosion current and half-cell potential developed in PC may be not suitable for quantifying and qualifying corrosion activity of the steel in such concretes. The WG activated slag concretes were identified to be not suitable in chloride exposures XS3 and XD3 by considering workability, compressive strength, pore solution composition and corrosion rate.
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Books on the topic "Chloride induced corrosion"

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

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

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

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Tian, Ye, Hailong Ye, Chuanqing Fu, and Nanguo Jin. Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer, 2020.

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Tian, Ye, Hailong Ye, and Chuanqing Fu. Chloride-Induced Steel Corrosion in Concrete Under Service Loads. Springer, 2020.

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W, Hobbs D., and British Cement Association, eds. Minimum requirements for durable concrete: Carbonation- and chloride-induced corrosion, freeze-thaw attack and chemical attack. Crowthorne: British Cement Association, 1998.

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J, Kirkpatrick Trevor, and Virginia Transportation Research Council, eds. A model to predict the impact of specification changes on the chloride-induced corrosion service life of Virginia bridge decks: Final contract report. Charlottesville: Virginia Transportation Research Council, 2002.

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Book chapters on the topic "Chloride induced corrosion"

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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, 11–41. Singapore: 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, 43–60. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_3.

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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, 643–50. Dordrecht: 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. "Corrosion Development in Concrete Beams Under Service Loads." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads, 85–114. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_5.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Influence of Environmental Condition on Chloride Ingress into Loaded Concrete." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads, 61–84. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_4.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Introduction." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads, 1–9. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_1.

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Ye, Hailong, Chuanqing Fu, Ye Tian, and Nanguo Jin. "Mechanical Degradation of Concrete Beams Corroded Under Service Loads." In Chloride-Induced Steel Corrosion in Concrete Under Service Loads, 115–38. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_6.

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Yogalakshmi, N. J., K. Balaji Rao, and M. B. Anoop. "Durability-Based Service Life Design of RC Structures—Chloride-Induced Corrosion." In Reliability, Safety and Hazard Assessment for Risk-Based Technologies, 579–90. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-9008-1_48.

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Pargar, F., Dessi A. Koleva, H. Kolev, and Klaas van Breugel. "The Onset of Chloride-Induced Corrosion in Reinforced Cement-Based Materials as Verified by Embeddable Chloride Sensors." In Concrete Durability, 23–55. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-55463-1_3.

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Ranjith, A., K. Balaji Rao, Thripthi, A. Tanvi Rai, and K. Manjunath. "Reliability Analysis of RC T-Beam Bridge Girder Subjected to Chloride-Induced Corrosion." In Lecture Notes in Civil Engineering, 391–404. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_37.

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Conference papers on the topic "Chloride induced corrosion"

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"Chloride threshold levels for corrosion induced deterioration of steel in concrete." In RILEM International Workshop on Chloride Penetration into Concrete. RILEM Publications SARL, 1997. http://dx.doi.org/10.1617/2912143454.043.

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Chen, Junyu, and Weiping Zhang. "Modeling the interaction between non-uniform corrosion of rebar and corrosion-induced cover cracking." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1947.

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<p>Circumferential non-uniform corrosion of rebars in concrete normally occurs in marine environment, and has an adverse impact on corrosion-induced cover cracking which may conversely change the circumferential corrosion profile. This paper investigates the interaction between chloride-induced non-uniform corrosion and corrosion-induced cover cracking. A chloride penetration model is introduced to predict the distribution of chloride content in concrete, which can determine the corrosion initiation time around the circumferential surface of a rebar. Subsequently, the time-dependent corrosion rate around the rebar surface can be calculated based on electrochemical theory, and then the corrosion profile at different time can be deduced. With the cross-sectional corrosion profile as an input, a mechanical model for corrosion-induced cover cracking can be utilized to simulate the development of surface crack, which has a significant influence on the diffusion of chloride ions and oxygen and may change the corrosion process. The derived model is verified with experimental results, and then a case study is conducted to demonstrate the time-varying non-uniform corrosion profile. Numerical simulation results indicate that, compared with uniform corrosion, non-uniform corrosion can lead to earlier cover cracking and faster development of surface crack width.</p>
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El-Dieb, Amr S., Ahmed F. B. Oan, Mona M. Abdelwahab, and Samir H. Okba. "Influence of Concrete Surface Treatment on Chloride Induced Reinforcement Corrosion Rate." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_m-3-0066.

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Ayinde, Olawale Olatunde, Xiao-Bao Zuo, and Guang-Ji Yin. "Numerical Simulation of Concrete Degradation due to Chloride-Induced Reinforcement Corrosion." In 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/ifeesm-17.2018.252.

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Kho, W. F., and Gary H. G. Chan. "Electrical Failures Due to Particle Induced Copper Wire Bond Corrosion." In ISTFA 2016. ASM International, 2016. http://dx.doi.org/10.31399/asm.cp.istfa2016p0613.

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Abstract Contamination by particles is one of the major causes of failures in integrated circuits. In some cases, particles may absorb moisture leading to electrochemical migration, dendrite growth, and electrical leakage and short failures. This work presents two case studies of particle induced corrosion of copper wire bond that resulted in an electrical failure. In the first case, adjacent pin resistive short failures were found to fail due to corrosion and electrochemical migration at wires that were in contact with calcium chloride particles. Analysis showed that the highly hygroscopic calcium chloride particles absorbed moisture and resulted in corrosion and electrochemical migration of the copper wires. For the second case, an electrical open failure after temperature cycle reliability test was found to be due to an organophosphorus particle being in contact with the wire.
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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 nanoparticles for corrosion protection in reinforced concrete structures is an emerging technology. This technique involves the principle of electrophoretic migration of nanoparticles to hinder chloride diffusion in the concrete. The re-entry of the chlorides is inhibited by the electrodeposited assembly of the nanoparticles at the rebar interface. In this work electrochemical impedance spectroscopy (EIS) combined with equivalent circuit analysis was used to predict chloride diffusion coefficients as influenced by nanoparticle treatments. Untreated controls exhibited a diffusion coefficient of 3.59 × 10−12 m2/s which is slightly higher than the corrosion initiation benchmark value of 1.63 × 10−12 m2/s that is noted in the literature for mature concrete with a 0.5 water/cement mass ratio. The electrokinetic nanoparticle (EN) treated specimens exhibited a diffusion coefficient of 1.41 × 10−13m2/s which was 25 times lower than the untreated controls. Following an exposure period of three years the mature EN treated specimens exhibited lower chloride content by a factor of 27. These findings indicate that the EN treatment can significantly lower diffusion coefficients thereby delaying the initiation of corrosion.
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Lu, Chunhua, Jinmu Yang, and Ronggui Liu. "Probability Model of Corrosion-Induced Cracking Time in Chloride-Contaminated Reinforced Concrete." In International Conference on the Durability of Concrete Structures. Purdue University Press, 2016. http://dx.doi.org/10.5703/1288284316150.

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Shrestha, Pramen P., and Dinesh Dhakal. "Maintenance Practices for Chloride-Induced Corrosion in Reinforced-Concrete Bridge-Pier Columns." In Construction Research Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481295.029.

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Gulikers, J. "Improved engineering model for the propagation stage of chloride-induced pitting corrosion of steel reinforcement." In Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143578.017.

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Runci, Antonino, Marijana Serdar, and John Provis. "Chloride-induced corrosion of steel embedded in alkali-activated materials: state of the art." In 5th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2019. http://dx.doi.org/10.5592/co/phdsym.2019.15.

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Reports on the topic "Chloride induced corrosion"

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LAM, POH-SANG, ANDREW DUNCAN, ROBERT SINDELAR, and CHARLES BRYAN. LARGE PLATE EXPERIMENT OF CHLORIDE-INDUCED STRESS CORROSION CRACKING IN SPENT NUCLEAR FUEL STORAGE CANISTERS. Office of Scientific and Technical Information (OSTI), September 2020. http://dx.doi.org/10.2172/1658850.

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DUNCAN, ANDREW, LISA WARD, EMMANUEL PEREZ, THANH-TAM TRUONG, and ROBERT SINDELAR. LARGE PLATE EXPERIMENT OF CHLORIDE-INDUCED STRESS CORROSION CRACKING IN SPENT NUCLEAR FUEL STORAGE CANISTERS. Office of Scientific and Technical Information (OSTI), August 2021. http://dx.doi.org/10.2172/1821141.

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Enos, David, and Charles R. Bryan. UFD Expert Panel on Chloride Induced Stress Corrosion Cracking of Interim Storage Containers for Spent Nuclear Fuel. Office of Scientific and Technical Information (OSTI), January 2017. http://dx.doi.org/10.2172/1505413.

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Meyer, Ryan, Stan Pitman, Michael Larche, Matthew Prowant, Michael Dahl, Jonathan Suter, and Karl Mattlin. Evaluation of Nondestructive Examination Responses from Chloride-Induced Stress Corrosion Cracks: Fabrication of Base Metal Test Specimens. Office of Scientific and Technical Information (OSTI), September 2019. http://dx.doi.org/10.2172/1657862.

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Lam, Ps, Andrew Duncan, and Robert Sindelar. CRACK GROWTH RATE AND LARGE PLATE DEMONSTRATION OF CHLORIDE-INDUCED STRESS CORROSION CRACKING IN SPENT NUCLEAR FUEL STORAGE CANISTERS. Office of Scientific and Technical Information (OSTI), September 2019. http://dx.doi.org/10.2172/1570352.

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You might also be interested in the extended bibliographies on the topic 'Chloride induced corrosion' for particular source types:
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