Relevant bibliographies by topics / Ingress of chloride ions

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Ingress of chloride ions'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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Journal articles on the topic "Ingress of chloride ions"

1

Koenders, E. A. B. "Modelling of chloride ingress in concrete based on benchmarking field results." MATEC Web of Conferences 199 (2018): 01005. http://dx.doi.org/10.1051/matecconf/201819901005.

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Modelling the ingress of chloride ions into the cover of a concrete structure is a phenomenon that is gaining an increasing attention of the research community, but even more, from the engineering practice. As the mechanism that drives the ingress of chlorides is implicitly responsible for the service-life of concrete structures, its input parameters are a major issue whenever predicting the service-life of new concrete structures. In this paper most relevant parameters involved in the evaluation of chloride ingress models are discussed and related to the benchmark activities that currently ru
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Sohawon, Haris, and Hans Beushausen. "The effect of hydrophobic (silane) treatment on concrete durability characteristics." MATEC Web of Conferences 199 (2018): 07015. http://dx.doi.org/10.1051/matecconf/201819907015.

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Hydrophobic (silane) impregnation represents a cost-effective way to increase the durability of concrete structures in cases where insufficient design cover quality and depth have been achieved. The water repellent product lines the internal capillary pore structure and provides a water-repellent concrete surface. Thus, the risk of reinforcement corrosion initiation and subsequent deterioration can be reduced as the ingress of water-dissolved aggressive species (chlorides) is minimised or prevented. The purpose of this study was to investigate the effect of silane impregnation on durability in
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Van Belleghem, Bjorn, Philip Van den Heede, Kim Van Tittelboom, and Nele De Belie. "Perpendicular-to-crack chloride ingress in cracked and autonomously healed concrete." MATEC Web of Conferences 199 (2018): 02011. http://dx.doi.org/10.1051/matecconf/201819902011.

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Cracks in reinforced concrete structures exposed to a marine environment or de-icing salts can cause major durability issues due do accelerated ingress of chloride ions. In this study, the influence of autonomous crack healing by means of encapsulated polyurethane on the chloride ingress perpendicular to cracks was evaluated. This was done quantitatively by determining perpendicular-to-crack chloride profiles by means of profile grinding followed by potentiometric titration and qualitatively through visualization of the chloride penetration front by means of the AgNO3 spray method. The resulti
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Ngui Musyimi, Festus, Jackson Muthengia Wachira, Joseph Karanja Thiong’o, and Joseph Mwiti Marangu. "Performance of Ground Clay Brick Mortars in Simulated Chloride and Sulphate Media." Journal of Engineering 2019 (November 3, 2019): 1–12. http://dx.doi.org/10.1155/2019/6430868.

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The durability of cement-based structures majorly depends on their resistivity to the aggressive media in the construction environment. The most aggressive ions commonly encountered in construction environment are chloride (Cl−) and sulphate (SO42−). The interactions of these ions with hydrated cement influence their durability and ultimate service life. This paper reports the experimental findings on an investigation on the diffusivity of Cl− and SO42− ions into mortars made from two mixtures: one made from ground calcined clay bricks (GB) and commercial ordinary Portland cement (OPC) and the
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Yang, Zong Ming, Wei Hong Li, and Yi Han Wang. "Chloride Ion Erosion in Concrete under Sustained Axial Pressure." Key Engineering Materials 680 (February 2016): 402–5. http://dx.doi.org/10.4028/www.scientific.net/kem.680.402.

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As one of the leading causes of influencing the durability of concrete structure, reinforcement corrosion has been a central issue. Erosion of chloride ions on the concrete structure is influenced by many factors. This is not only concerned with its own structural properties, but also to its environment, to withstand the load and other factors. This article has carried on an experiment which researches on the rules of chloride ion penetration in the sustained axial compression after different corrosive time, when the concrete is corroded under the joint action of axial compression load and chl
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Broomfield, J. P., and N. R. Buenfeld. "Effect of Electrochemical Chloride Extraction on Concrete Properties: Investigation of Field Concrete." Transportation Research Record: Journal of the Transportation Research Board 1597, no. 1 (1997): 77–81. http://dx.doi.org/10.3141/1597-10.

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An investigation to determine the suitability of electrochemical chloride extraction (ECE, also known as desalination) for the reinforced concrete substructure on a bridge in the north of England is reported. Part of a cross head was removed during demolition. After ECE treatment by the proprietary Norcure technique, cores were taken from the treated area. Representative cores were then taken from adjacent cross heads and subjected to a series of laboratory tests and examinations. These tests revealed that the treatment increased the concrete’s ability to resist the ingress of water, oxygen, a
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Hu, Yan Jun, and Yan Liang Du. "Effect of Pore Structure on the Chloride Permeability of Concrete with Mineral Admixture." Advanced Materials Research 690-693 (May 2013): 835–38. http://dx.doi.org/10.4028/www.scientific.net/amr.690-693.835.

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In this paper, the effect of pore structure on the chloride ions ingress into concrete was investigated. The most probable diameter was measured by Mercury intrusion porosimetry (MIP) and the total porosity was measured by evaporative water method (EWM). The results indicate that the most probable diameter by MIP has better linear relationship with chloride diffusion coefficient than the total porosity by EWM, the most probable diameter has significant influence on chloride diffusivity, and the smaller most probable diameter will lead to higher chloride penetration resistance.
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Munyao, Onesmus Mulwa, Joseph Karanja Thiong’o, Jackson Muthengia Wachira, Daniel Karanja Mutitu, Genson Murithi, and Romano Mwirichia. "Chloride Ingress in Cement Mortars Exposed to Acidithiobacillus thiooxidans Bacteria." Advances in Materials Science and Engineering 2020 (November 23, 2020): 1–10. http://dx.doi.org/10.1155/2020/4191806.

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Concrete structures placed in aggressive aqueous environments are vulnerable to degradation. Majority of studies have linked structural failures to the ingress of deleterious ions into the cement matrix. Some microbial activities may accelerate the penetration of harmful materials into the cement matrix and hence cause pronounced deterioration. This work reports a laboratory-simulated study carried out to determine the extent of chloride ingress in cement mortars exposed to Acidithiobacillus thiooxidans. Test prisms were cast from Portland pozzolana cement (PPC) and ordinary Portland cement (O
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Saillio, Mickael, Véronique Baroghel-Bouny, and Sylvain Pradelle. "Effect of Carbonation and Sulphate on Chloride Ingress in Cement Pastes and Concretes with Supplementary Cementitious Materials." Key Engineering Materials 711 (September 2016): 241–48. http://dx.doi.org/10.4028/www.scientific.net/kem.711.241.

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The main cause of premature deterioration of reinforced concrete structures is the corrosion of steel bars, induced by chloride ions (for example in marine environment) and/or by carbonation (atmospheric CO2). At the same time, environmental-induced degradations of concrete can also affect the structure, such as sulphate attack. This can lead to the formation of ettringite, inducing expansion inside the materials and finally degradation. Carbonation, chloride and sulphate ingress are usually studied separately in the literature. This is not representative of in-situ conditions since they can o
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Du, Hong Jian, and Sze Dai Pang. "Transport of Water and Chloride Ion in Cement Composites Modified with Graphene Nanoplatelet." Key Engineering Materials 629-630 (October 2014): 162–67. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.162.

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Cement composites are vulnerable to harsh environments in which the chloride ions can ingress into concrete and thus cause corrosion of steel. In this study, the barrier effect of adding 2-D nanoparticles on the transport properties of cement-based materials was investigated. Graphene nanoplatelet (GNP), which comprises of a few layers of graphene stacked together, is chosen as a candidate in this study due to its impermeability and also its electrical conductivity which can be exploited for self-sensing functionality. Due to the large aspect ratio of the GNP, it is expected that the dispersio
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Dissertations / Theses on the topic "Ingress of chloride ions"

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Dodds, Wayne J. "Durability performance of coarse crushed concrete aggregate structural concrete." Thesis, Loughborough University, 2017. https://dspace.lboro.ac.uk/2134/27534.

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Crushed or recycled concrete aggregates (CCA/RCA) is an increasingly popular material as a replacement for natural aggregates in concrete due to industry demands for more recycled, lower carbon and responsibly sourced materials. In the UK, the majority of CCA is utilised in non-structural applications such as: a general fill material, road base/subbase or in low-grade concrete. Recycled aggregate producers however, are seeking new ways to incorporate CCA into higher value applications such as structural concrete to increase profits. Opportunities to incorporate CCA into structural concrete may
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Schmitt, Emmanuel. "Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques." Thesis, La Rochelle, 2014. http://www.theses.fr/2014LAROS027.

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Les ciments sulfoalumineux (CSA) peuvent être une solution à l’amélioration de l’impact environnemental des bétons, grâce aux faibles consommations énergétiques et émissions de CO2 lors de leur fabrication. Leurs propriétés expansives, de rapidité de prise et de montée en résistance participent également à l’intérêt grandissant dans les domaines de la construction et de la préfabrication en béton pour ce type de liant. Toutefois, la durabilité des bétons sulfoalumineux reste encore méconnue ou discutée, notamment en milieux acides et face à la corrosion des armatures, en ambiance marine et par
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El, Farissi Anass. "Prédiction de la durée d'utilisation des ouvrages en béton armé par une approche performantielle dans le cas de la corrosion induite par la carbonatation ou l'attaque des ions chlorure." Thesis, La Rochelle, 2020. http://www.theses.fr/2020LAROS025.

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La corrosion des armatures en acier est la plus grande cause de défaillance des ouvrages en béton armé. Ce phénomène électrochimique est déclenché par la présence d’ions chlorure en quantité suffisante au niveau de l’armature ou la carbonatation du béton d’enrobage (action du CO2). L’objectif de cette thèse est de développer des modèles utilisables par l’ingénieur dans une démarche d’approche performantielle pour la prédiction de la durée d’utilisation des ouvrages en béton armé soumis à l’attaque par les ions chlorure ou la carbonatation, suite à l’amorçage et au développement de la corrosion
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Jefremczuk, Sandra. "Chloride ingress and transport in cracked concrete." Thesis, McGill University, 2004. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=82603.

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Presently, durability design of reinforced concrete structures is dealt with in a purely deterministic way and deterioration models have not been developed to their full potential. In particular, researchers who have investigated corrosion and the models currently used to predict the response of concrete, have often overlooked the effect of cracking. Cracks in concrete generally interconnect flow paths and increase the influx of water or aggressive chemical ions into the concrete, facilitating its deterioration. The present research program was undertaken primarily to study the effect o
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Al, Isa Muthena Abdul Hussain Ibrahim. "Admixtures to reduce chloride ingress into concrete." Thesis, Imperial College London, 1995. http://hdl.handle.net/10044/1/11346.

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Garces, Rodriguez Olga. "Influence of cracks on chloride ingress into concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/MQ62948.pdf.

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Karam, Andrew. "Chloride Ingress into Submerged Concrete Under Sustained Load." Thèse, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/30484.

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A harsh, cold, and icy environment is of no surprise to the conditions of a winter climate, where the wide use of de-icing salts on roads and highways allows for the initiation of chloride-induced corrosion of the reinforcement of concrete structures; a reduced service life, loss of structural integrity, visible damages, and ultimately structural failure are among the many unwanted effects of rebar corrosion. Chloride ingress into concrete has been extensively studied for the last four decades; however, most of the relevant research to date does not take into account the effects of sustained l
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Wang, Yu. "Mathematical modelling of chloride ingress into concrete and electrochemical chloride removal from concrete." Thesis, Aston University, 2001. http://publications.aston.ac.uk/14161/.

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Hong, Katherine. "Cyclic wetting and drying and its effects on chloride ingress in concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0022/MQ34117.pdf.

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Ting, Sie Chui. "Effect of aggregate characteristics on chloride ingress and corrosion in structural concrete." Thesis, University of Dundee, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.490144.

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Books on the topic "Ingress of chloride ions"

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Rodriguez, Olga Garces. Influence of cracks on chloride ingress into concrete. National Library of Canada, 2001.

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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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Ha, My Phuong. The effects of different curing regimes on chloride ingress. National Library of Canada, 2003.

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Hong, Katherine. Cyclic wetting and drying and its effects on chloride ingress in concrete. National Library of Canada, 1998.

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Ali, Anthony Tajmul. Removal of fluoride, chloride and sulfate ions in dichromate wastewater produced at Dofasco Inc., Hamilton, Ontario. National Library of Canada, 1990.

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Manning, David G. Electrochemical removal of chloride ions from reinforced concrete: Initial evaluation of the Pier S19 field trial. Research and Development Branch, Ontario Ministry of Transportation, 1990.

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Meijers, Sander. Computational Modelling of Chloride Ingress in Concrete. Delft Univ Pr, 2003.

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Ying, Li. Corrosion Of Reinforcement Due To Chloride Ingress & Carbonation. Delft Univ Pr, 2004.

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Nilsson, Lars-Olof, P. A. Muhammed Basheer, and Luping Tang. Resistance of Concrete to Chloride Ingress: Testing and Modelling. Taylor & Francis Group, 2017.

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An International Review of Chloride Ingress into Structural Concrete (Trl 359). Thomas Telford Ltd, 1997.

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Book chapters on the topic "Ingress of chloride ions"

1

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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Clark, J. H. "With Chloride Ions." In Inorganic Reactions and Methods. John Wiley & Sons, Inc., 2007. http://dx.doi.org/10.1002/9780470145159.ch48.

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Šavija, Branko, and Erik Schlangen. "Chloride ingress in cracked concrete- a literature review." In Advances in Modeling Concrete Service Life. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2703-8_14.

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Holthuizen, Patrick E., Oğuzhan Çopuroğlu, and Rob B. Polder. "Chloride Ingress of Carbonated Blast Furnace Slag Cement Mortars." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_10.

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Nielsen, Claus Vestergaar. "Service Life Modelling for Chloride Ingress in Reinforced Concrete." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_255.

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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. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4108-7_4.

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Song, Jianxun, Liwen Hu, Qiuyu Wang, Shuqiang Jiao, and Hongmin Zhu. "Activities of Titanium Ions in Molten Calcium Chloride." In 6th International Symposium on High-Temperature Metallurgical Processing. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119093381.ch68.

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Song, Jianxun, Liwen Hu, Qiuyu Wang, Shuqiang Jiao, and Hongmin Zhu. "Activities of Titanium Ions in Molten Calcium Chloride." In 6th International Symposium on High-Temperature Metallurgical Processing. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-48217-0_68.

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Kamde, D. R., B. Kondraivendhan, and S. N. Desai. "Service Life Prediction Model for Reinforced Concrete Structures Due to Chloride Ingress." In Advances in Structural Engineering. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2187-6_145.

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Conference papers on the topic "Ingress of chloride ions"

1

Salta, M. "Influence of concrete composition on the transport of chloride ions in concrete." In Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143578.026.

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Sohawon, Haris, and Hans Beushausen. "The effect of hydrophobic impregnation on chloride ingress into cracked concrete." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1963.

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<p>Premature concrete degradation due to rebar corrosion has many financial and social implications on a large scale. Direct costs relate to the repair and rehabilitation of existing structures to maintain serviceability while indirect costs include loss in productivity and reduced economic growth. Hydrophobic (silane) impregnation represents a cost-effective way to increase the durability of concrete structures in cases where insufficient design cover quality and depth have been achieved. The water repellent product lines the internal capillary pore structure and provides a water-repell
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Liu, Peng, Ying Chen, Li Song, and Zhi-wu Yu. "Research on Ingress of Chloride Ions in Concrete in an Artificial Simulation Environment." In 10th Asia Pacific Transportation Development Conference. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413364.028.

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de Rinc�n, O. "Comparison between chloride ion threshold and electrochemical measurements for reinforcement corrosion." In Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143578.024.

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HISADA, M. "A study on the difference of chloride ion diffusibity and degradation of cement mortar due to NaCI and CaCl2 ingress." In Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143578.018.

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Lall, Pradeep, Yihua Luo, and Luu Nguyen. "Chlorine-Ion Related Corrosion in Cu-Al Wirebond Microelectronic Packages." In ASME 2015 International Technical Conference and Exhibition on Packaging and Integration of Electronic and Photonic Microsystems collocated with the ASME 2015 13th International Conference on Nanochannels, Microchannels, and Minichannels. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/ipack2015-48639.

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The increasing price of gold has resulted in industry interest in use of copper as alternative wire bonds interconnect material. Copper wire has the advantages of the lower cost, lower thermal resistivity, lower electrical resistivity, higher mechanical strength and higher deformation stability over the gold wire. In spite of the upside above, the Cu-Al wire bond is susceptible to the electrolytic corrosion and the reliability of Cu-Al wire bond is of great concern. Typical electronic molding compounds are hydrophilic and absorb moisture when exposed to humid environmental conditions. EMC cont
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Lall, Pradeep, Yihua Luo, and Luu Nguyen. "Multiphysics Model for Chlorine-Ion Related Corrosion in Cu-Al Wirebond Microelectronic Packages." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-53742.

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The increasing price of gold has resulted in industry interest in use of copper as alternative wire bonds interconnect material. Copper wire has the advantages of the lower cost, lower thermal resistivity, lower electrical resistivity, higher mechanical strength and higher deformation stability over the gold wire. In spite of the upside above, the Cu-Al wire bond is susceptible to the electrolytic corrosion and the reliability of Cu-Al wire bond is of great concern. Typical electronic molding compounds are hydrophilic and absorb moisture when exposed to humid environmental conditions. EMC cont
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Chen, Sen, Zhen Wang, Jiangtao Zhang, Dahua Cai, and Jiyun Zhou. "Life Prediction Model for Nuclear Power Plant Intake Structure Exposed to Chloride Environment Based on Similarity Principle." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16002.

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Abstract Three environmental simulation experiments for accelerating the chloride ingress were designed based on the similarity principle and the actual Nuclear Power Plant (NPP) intake structure service environment parameters including alternate drying-wetting condition, immersion condition and salt spray condition. Different experiment conditions were designed for each three-simulation experiment condition based on the similarity principle. The temperature, chloride ion concentration and dry-wet cycle time ratio were selected parameters for alternation wetting-drying experiments. The tempera
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Nilsson, L. "Concepts in chloride ingress modelling." In Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143578.003.

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Jones, Scott, Jeffrey Davis, John Molloy, John Sieber, and Dale Bentz. "Modeling and Measuring Chloride Ingress into Cracked Mortar." In Fourth International Conference on Sustainable Construction Materials and Technologies. Coventry University, 2016. http://dx.doi.org/10.18552/2016/scmt4d151.

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Reports on the topic "Ingress of chloride ions"

1

Samson, Eric, and Tiewei Zhang. Modeling the effect of a hydrophobic concrete admixture on chloride ingress : contractor's supplemental report for CPC Project F09-AR05A. Construction Engineering Research Laboratory (U.S.), 2018. http://dx.doi.org/10.21079/11681/26087.

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Poole, T., L. Wakeley, and C. Young. Individual and combined effects of chloride, sulfate, and magnesium ions on hydrated Portland-cement paste. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10147904.

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Hannan, Ellen. A comparison of the effects of fluoride and chloride ions upon the activity of yeast alcohol dehydrogenase. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.458.

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A computer model for the diffusion and binding of chloride ions in Portland Cement paste. National Institute of Standards and Technology, 1993. http://dx.doi.org/10.6028/nist.ir.5125.

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