Dissertations / Theses on the topic 'Chloride induced corrosion'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the top 43 dissertations / theses for your research on the topic 'Chloride induced corrosion.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.
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.
Full textGovindarajan, 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.
Full textPh. D.
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.
Full textAngst, 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.
Full textCao, 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.
Full textZarouni, 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.
Full textYonezawa, 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.
Full textAl-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.
Full textScatigno, 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.
Full textMa, 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.
Full textAdiyastuti, Sri Murti Civil & 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.
Full textTang, Denglei, and Denglei Tang@gmail com. "Influence of Chloride-induced corrosion cracks on the strength of reinforced concrete." RMIT University. Civil, Environmental and Chemical Engineering, 2008. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080530.091350.
Full textBosch, Giner Juan. "Chloride and Carbonation Induced Corrosion of Steel in Fly Ash Geopolymer Pore Solution." University of Akron / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=akron1627755030968028.
Full textMarcotte, Tracy Dawn. "Characterization of chloride-induced corrosion products that form in steel-reinforced cementitious materials." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/NQ65251.pdf.
Full textXie, Yi. "Chloride-Induced Stress Corrosion Cracking in Used Nuclear Fuel Welded Stainless Steel Canisters." The Ohio State University, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=osu1469132001.
Full textBusba, Ezeddin Rafaa. "Effect of Localized Corrosion of Steel on Chloride-Induced Concrete Cover Cracking in Reinforced Concrete Structures." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4872.
Full textChabi, Parham. "Comparative Investigation of Detection Techniques for Chloride-induced Corrosion of Loaded Reinforced Concrete Slabs." Thesis, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/23170.
Full textBateman, Kaylee Dee. "Estimating Phase Durations for Chloride-Induced Corrosion Damage of Concrete Bridge Decks in Utah." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/7369.
Full textNordgren, Eric. "The effect of metallurgical structure on the chloride-induced corrosion of archaeological wrought iron." Thesis, Cardiff University, 2016. http://orca.cf.ac.uk/97535/.
Full textKirkpatrick, Trevor Joe. "Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/34056.
Full textMaster of Science
Walker, Robert J. "Aspects of the prevention and repair of chloride-induced corrosion of steel in concrete." Thesis, Aston University, 1994. http://publications.aston.ac.uk/14301/.
Full textRohaya, Abdul Malek. "Assessment of Chloride Induced Corrosion and Impressed Current Cathodic Protection Conditions in Repaired Reinforced Concrete." Kyoto University, 2018. http://hdl.handle.net/2433/231995.
Full textSola, Emiliano [Verfasser], and Joško [Akademischer Betreuer] Ožbolt. "Experimental and numerical study of chloride induced corrosion in reinforced concrete / Emiliano Sola ; Betreuer: Joško Ožbolt." Stuttgart : Universitätsbibliothek der Universität Stuttgart, 2017. http://d-nb.info/1158597932/34.
Full textWang, Junjie. "Influence of structural cracks in concrete on transport properties and chloride-induced corrosion of steel reinforcement." Thesis, Queen's University Belfast, 2015. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.676607.
Full textZhou, Nian. "Influence of grinding operations on surface integrity and chloride induced stress corrosion cracking of stainless steels." Licentiate thesis, KTH, Yt- och korrosionsvetenskap, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-180817.
Full textQC 20160203
Ndawula, Joanitta N. "Towards a triphasic Theory of Porous Media-based model for chloride-induced corrosion in reinforced concrete." Master's thesis, Faculty of Engineering and the Built Environment, 2019. http://hdl.handle.net/11427/31022.
Full textFarhadi, Mehrnoush. "Finite Element Modeling of Steel Corrosion in Concrete Structures." Thesis, Virginia Tech, 2018. http://hdl.handle.net/10919/85022.
Full textMaster of Science
Sandberg, Jan. "Corrosion-induced release of zinc and copper in marine environments." Licentiate thesis, Stockholm : Division of corrosion science, Department of materials science end engineering, School of industrial engineering and management, Royal institute of Technology, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4051.
Full textMallinson, Christopher F. "The chloride induced localised corrosion of aluminium and beryllium : a study by electron and X-ray spectroscopies." Thesis, University of Surrey, 2015. http://epubs.surrey.ac.uk/809467/.
Full textZhao, Li. "SPATIAL RELIABILITY ANALYSIS FOR CORRODED REINFORCED CONCRETE STRUCTURES." University of Akron / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=akron1479123930240399.
Full textZhao, Weijie. "Corrosion initiation induced by sodium sulfate and sodium chloride particles on Cu and the golden alloy Cu5Al5Zn at simulated atmospheric conditions." Thesis, KTH, Materialvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-219471.
Full textOtieno, Mike Benjamin. "The development of empirical chloride-induced corrosion rate prediction models for cracked and uncracked steel reinforced concrete structures in the marine tidal zone." Doctoral thesis, University of Cape Town, 2014. http://hdl.handle.net/11427/9520.
Full textEmpirical chloride-induced corrosion rate prediction models for cracked and uncracked reinforced concrete (RC) structures in the marine tidal exposure zone are proposed in this study. The data used to develop the models were obtained from parallel corrosion experiments carried out by exposing half of 210 beam specimens to accelerated laboratory corrosion (cyclic 3 days wetting with 5% NaCl solution followed by 4 days air-drying) while the other half were left to undergo natural corrosion in a marine tidal zone in Cape Town (Table Bay). The main experimental variables were pre-corrosion flexural cover cracking, cover depth and concrete quality (binder type and w/b ratio). Corrosion rate, half-cell potential and concrete resistivity were monitored bi-weekly throughout the experimental period. The experimental results show that even though each of the variables investigated affects corrosion rate in a certain manner, their combined influence is complex. In general, regardless of the exposure environment (laboratory or marine tidal zone), for a given concrete quality and cover depth, pre-corrosion cover cracking was found to result in higher corrosion rates than in uncracked concrete, but with the field corrosion rates being much lower than the corresponding laboratory ones. Even though corrosion rates in both the field and laboratory specimens increased with an increase in crack width, the influence of concrete quality and cover depth was still evident. However, the effect of cover cracking on corrosion rate diminished with increasing concrete quality. In the blended cement concretes, the effect of concrete quality is further diminished by the inherent high resistivities of these concretes. The increase in corrosion rate due to increase in crack width, regardless of w/b ratio and cover depth, was generally higher in the 100% CEM I 42.5N concrete specimens than in the blended ones. A framework is proposed that can be used to objectively compare predicted corrosion rates for specimens with similar concrete quality (influenced by binder type and w/b ratio) but different cover depths and crack widths. The framework, which incorporates the combined influence of cover depth, crack width and concrete quality (quantified using chloride diffusion coefficient) on corrosion rate, is the basis of the proposed corrosion rate prediction models for cracked concrete. Sensitivity analyses on the proposed models show that if any two of the three input parameters (cover depth, crack width and concrete quality) are simultaneously varied, their effect on corrosion rate is dependent on the value of the third (unchanged) parameter. Furthermore, (i) the initial cover depth was found to have no effect on the extent to which a change in cover depth affects corrosion rate; a similar trend was found in the case of sensitivity of corrosion rate to change in crack width , and (ii) the extent to which a change in either crack width or cover depth affects corrosion rate is dependent mainly on the concrete quality. In general, the sensitivity analyses showed that corrosion rate is more sensitive to change in concrete quality than crack width and cover depth. The proposed models can be used to (i) quantify the propagation phase with respect to a given performance limit using relevant corrosion-induced damage prediction models, and (ii) select suitable design combinations of cover depth, concrete quality and crack width to meet the desired durability performance of a given RC structure in the marine environment.
Zhu, Weiqi, and ycqq929@gmail com. "An Investigation into Reliability Based Methods to Include Risk of Failure in Life Cycle Cost Analysis of Reinforced Concrete Bridge Rehabilitation." RMIT University. Civil, Environmental and Chemical Engineering, 2008. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080822.140447.
Full textHolland, Robert Brett. "Durability of precast prestressed concrete piles in marine environments." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44859.
Full textJackobasch, Andreas, Ulrich Schneck, and Christoph Grieger. "Zerstörungsfreie Prüfung von Stahlbeton." Hochschule für Technik und Wirtschaft Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:520-qucosa-163090.
Full textGarcia, David. "Études exploratoires dédiées au diagnostic de corrosion assisté par ordinateur des structures de génie civil." Thesis, Toulouse 3, 2020. http://www.theses.fr/2020TOU30247.
Full textThe PhD thesis "Exploratory studies dedicated to computer-assisted corrosion diagnosis of civil engineering structures" deals with the phenomenology and modeling of corrosion of structural steel. The safety, societal and environmental impact of aging infrastructures makes this theme a major economic issue for the development of any country. The proposed developments focus mainly on the corrosion of reinforcements in reinforced concrete. The corrosion of buried metallic structures is also addressed concerning the problems related to galvanic couplings induced by the heterogeneity of soils and stray currents. The usual methods of investigation (measurements of steel potential, concrete resistivity or polarization resistance), combined with empirical hypotheses established by experience, lead to interpretations that are often uncertain or have only a qualitative value. The ambition of this thesis, motivated by the issues at stake, is to show how a better understanding of the physics of corrosion, combined with the power of finite element calculation, allows the construction of elaborate and robust models, useful for a quantified and reliable diagnosis and/or prognosis. The thesis is abundantly illustrated by real or numerical case studies and supported by original laboratory tests. In order to improve the understanding of the phenomena prevailing in the corrosion process, the key concepts of thermodynamics and electrochemical kinetics are recalled and contextualized. The assembly of different physical, chemical and electrochemical laws allows the elaboration of an advanced modeling approach, integrating in particular the diffusion of oxygen to the reinforcement in an unsaturated context, but also the production and precipitation of corrosion products and their influence on the dynamic equilibrium of a corrosion system. This modeling approach, necessarily three-dimensional or at least two-dimensional, gives rise to a transcription in a finite element calculation code. It is first applied to the numerical study of a first typical case of corrosion: a reinforced concrete pile partially submerged in the sea. The influence of the role of oxygen (availability and diffusion) on the dissolution kinetics of the steel and on the nature of the corrosion products formed is studied in particular. In order to illustrate the effective contribution of 3D modeling in the process of corrosion diagnosis, a real case study is proposed concerning a buried steel structure, in this case sheet piles used to support the abutments of a freeway overpass, located near a pipe buried under cathodic protection. Measurements carried out in-situ but also in the laboratory from judiciously chosen samples are used to feed the calculation model. The numerical model thus constructed, qualified as a digital twin, makes it possible to highlight the existence of stray currents circulating in the structure, but also the risk of galvanic corrosion induced by the heterogeneity of the soil. The electrochemical digital twin is then a powerful tool for estimating the kinetics and the corrosion facies of the structure and making a prognosis in terms of service life. Within a concrete structure, the presence of chlorides is associated with various effects, notably associated with the local electric field. If this phenomenon is ignored, the interpretation of field data, for example potential maps, can lead to a biased diagnosis. This thesis addresses the question of corrosion initiation.[...]
Licardie, Giezi A. "Aggressive chlorine induced corrosion of embedded reinforced concrete /." Available to subscribers only, 2005. http://proquest.umi.com/pqdweb?did=1079666041&sid=2&Fmt=2&clientId=1509&RQT=309&VName=PQD.
Full textViklund, Peter. "High temperature corrosion during waste incineration : characterisation, causes and prevention of chlorine-induced corrosion." Licentiate thesis, Swerea KIMAB AB, Stockholm, Sweden, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-32412.
Full textQC 20110414
Marshall, Becki Jean. "Initiation, Propagation, and Mitigation of Aluminum and Chlorine Induced Pitting Corrosion." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/35798.
Full textPrevious research by Rushing et al. (2002) identified key factors contributing to the formation of pinhole leaks in copper plumbing. These factors included high chlorine, pH levels and the presence of aluminum solids. Experiments were conducted to 1) examine the interplay between these constituents, 2) confirm that the water was aggressive enough to eat a hole through a pipe, 3) examine phosphate inhibition, and 4) try to determine the scope of this pitting problem in other distribution systems and on a national level.
The first set of experiments clearly defined the controversial trends from earlier work. At certain pH values, the presence of chlorine and aluminum solids does seem to initiate pitting corrosion of copper. Although the problem is most severe at higher pH, it is likely that long-term exposure at lower values such as pH 8 could lead to pitting. There is a concentration effect of aluminum solids at pH 9.0, in that higher concentrations cause an earlier rise in the potential for copper to corrode if sufficient chlorine is present.
The second phase of experiments are the first to prove that a potable water containing aluminum, high chlorine residual, and relatively high pH can cause pinholes in copper tube. To our knowledge this is the first time the phenomenon of pinhole leaks has been reproduced in the laboratory as it occurs in the field. It therefore proves that "aggressive water" alone can cause the problem of pitting. The role of flow, pipe orientation and hypothesized surface defects was directly examined as part of this evaluation. Pitting increased with greater water usage and for sections of straight pipe exposed to hydraulic conditions near bends. Copper pipe sections polished to a mirror like finish to remove surface defects were also severely attacked.
The role of phosphate in mitigation of copper pitting corrosion was defined in a subsequent experiment using synthesized water. Phosphates did not have an effect at pH 7.7 and were found to reduce electrochemical indications of pitting in the synthetic water at the pH of 8.3. Phosphates had lesser benefits at higher pH even in synthetic water, but overall, even at pHs as high as 10, some benefits from orthophosphate dosing might be anticipated.
Effects of orthophosphate on the inhibition of copper pitting corrosion were then applied to treated water from a utility in Washington D.C., whose consumers have experienced an outbreak of pinhole leaks in household copper plumbing. After comparing electrochemical results from synthetic and actual water from the treatment plant, there was evidence of a natural inhibitor to pitting corrosion in WSSC water that is not present in the synthetic water. The higher chloride concentration in the water after ferric chloride was dosed at the treatment plant may have reduced the pitting propensity of the water. The effects of phosphates seemed to reduce the pitting propensity of real water at pH 8.3 although little benefit was seen at pH 9.1.
These defined characteristics of copper pitting were then applied in a systematic evaluation of a water utility experiencing pitting corrosion in Roanoke, VA. This case study further supported the hypothesis that high levels of aluminum, chlorine, and pH may be combining to catalyze copper pitting in practice. Recommendations to alter the treatment strategies at these utilities were proposed to help mitigate the pitting corrosion problems in these areas. A national survey then confirmed pitting is occurring at a significant frequency at other large utilities across the U.S.
Master of Science
Alonso, Herranz Elisa [Verfasser]. "Short-term measurement of high-temperature chlorine-induced corrosion and agglomeration during biomass and waste combustion / Elisa Alonso Herranz." München : Verlag Dr. Hut, 2012. http://d-nb.info/1021072958/34.
Full textAlonso, Herranz Elisa [Verfasser], Hartmut [Akademischer Betreuer] Spliethoff, and F. [Akademischer Betreuer] Haider. "Short-term measurement of high-temperature chlorine-induced corrosion and agglomeration during biomass and waste combustion / Elisa Alonso Herranz. Gutachter: F. Haider. Betreuer: Hartmut Spliethoff." München : Universitätsbibliothek der TU München, 2011. http://d-nb.info/1020484926/34.
Full textWijaya, Fransisca, and 梁淑玲. "Seismic Evaluation of Low-rise Reinforced Concrete Street Houses with Chloride Induced Reinforcement Corrosion using Pushover Analysis." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/38901993167911133401.
Full text國立臺灣科技大學
營建工程系
103
Low-rise reinforced concrete (RC) street houses are very common to be seen in Taiwan. Most of them were built typically with the same configuration of structure plans. As the time goes by, many of those street houses are facing corrosion problem. The corrosion initiates due to the chloride contaminated material used to build those street houses. The street houses have already contained chloride iron content right after the completion of construction. This corrosion problem will lead confusion to engineers to determine the seismic capacity of these street houses, whether or not the street houses are still safe enough, or they should be retrofitted or even demolished. One of the methods to check the seismic performance of corroded RC street houses is by doing seismic evaluation. However, many engineers find it difficult to do seismic evaluation with corrosion consideration. In this research, these two major problems were tried to be solved by applying corrosion effect into USFM (Uniaxial Shear-Flexure Model) approach and by producing a Plastic Hinge Generator program which can generate plastic hinge properties with corrosion consideration. The effect of corrosion was modeled by modifying the properties of steel rebar and cracked concrete. A corroded low-rise RC street houses in Taichung, Taiwan was used to be a case study in this research. The evaluation method was implemented in ETABS Nonlinear version by performing pushover analysis for six cases of service time: 0 year, 10 years, 20 years, 30 years, 40 years, and 50 years. Pushover result showed that the strength reduction is only 13.65% until 50 years of service time. The displacement even increased until 20 years of service time. Otherwise, from 20 years to 50 years of service time, the displacement started to decrease. This unexpected behavior of ultimate displacement was because of the assumption of 20% drops from peak strength and the failure mode of RC members. Those reasons led to inaccuracy of ultimate displacement point determination. The observation of the collapse PGA over all cases of service time showed that the collapse PGAs are larger than the demand PGA in Taichung, Taiwan. It meant that the RC street houses are sufficient enough to sustain the seismic loading even until 50 years of service time. The reduction rate of collapse PGA for RC street houses in this case study is 1.14% - 2.14% per 10 years.
Bastidas-Arteaga, Emilio. "Probabilistic service life modeling of RC structures subjected to the combined effect of chloride-induced corrosion and cyclic loading." Phd thesis, 2009. http://tel.archives-ouvertes.fr/tel-01065817.
Full text