Relevant bibliographies by topics / Corrosion in reinforced concrete

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

Academic literature on the topic 'Corrosion in reinforced concrete'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Corrosion in reinforced concrete"

1

Hernández, Y., O. Troconis de Rincón, A. Torres, S. Delgado, J. Rodríguez, and O. Morón. "Relación entre la velocidad de corrosión de la armadura y el ancho de fisuras en vigas de concreto armado expuestas a ambientes que simulan el medio marino." Revista ALCONPAT 6, no. 3 (2016): 272–83. http://dx.doi.org/10.21041/ra.v6i3.152.

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Relación entre la velocidad de corrosión de la armadura y el ancho de fisuras en vigas de concreto armado expuestas a ambientes que simulan el medio marino RESUMENEsta investigación presenta una relación empírica entre la velocidad de corrosión de la armadura y la velocidad de ensanchamiento de fisuras por corrosión del recubrimiento de concreto en vigas, con o sin aplicación de carga. Se evaluaron vigas de concreto armado, expuestas a un proceso de corrosión natural mediante el rociado con solución salina al 3,5 %p/p de NaCl, para acelerar el proceso corrosivo de la armadura, mediante ensayos
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Anandan, Sivakumar, Sounthararajan Vallarasu Manoharan, and Thirumurugan Sengottian. "Corrosion Effects on the Strength Properties of Steel Fibre Reinforced Concrete Containing Slag and Corrosion Inhibitor." International Journal of Corrosion 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/595040.

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Corrosion in steel can be detrimental in any steel rebar reinforced concrete as well as in the case of steel fibre reinforced concrete. The process of corrosion occurring in steel fibre incorporated concrete subjected to corrosive environment was systematically evaluated in this study. Concrete specimens were prepared with steel fibre inclusions at 1.5%Vf(volume fraction) of concrete and were added in slag based concrete (containing manufactured sand) and replaced with cement at 20%, 40%, and 60% of total binder. Accelerated corrosion studies were carried out using alternate wetting and drying
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Дронов and Andrey Dronov. "THE PROPERTIES OF PITTING CORROSION OF STEEL REINFORCEMENT OF REINFORCED CONCRETE BEAMS." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 2, no. 3 (2017): 32–36. http://dx.doi.org/10.12737/24678.

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Two types of steel reinforcement depassivation process: carbonation of concrete and chloride penetration are considered in the article. The comparison between the corrosion due to carbonation of concrete and the chloride-induced corrosion was carried out. It was found out, that chlorides induced corrosion is potentially more dangerous than that resulting from carbonation. Method of durable tests of reinforced concrete structures under the action of the gravitational load and the corrosive chloride environment is described in the article. The results of experimental research on reinforced concr
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Qin, Xian Ming, Chao Yan, Yue Li, and Juan Zhao. "Influence of Corrosion Inhibitor on Marine Concrete Corrosion Rate." Advanced Materials Research 446-449 (January 2012): 3508–12. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3508.

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Corrosion inhibitor have a significant influence on corrosion rate of marine concrete. In this paper, linear polarization method is used in reinforced concrete that under marine environment, and reinforced concrete is mixed with corrosion inhibitor. The results show that: corrosion inhibitor has a little influence on the basic mechanical properties of reinforced concrete, and it can effectively improve the corrosion resistance ability of reinforced concrete. For reinforced concrete of the same corrosion inhibitor content, with the decline of water-cement ratio, the steel corrosion rate descend
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Meneses, R. S., J. M. Moro, R. R. Aveldaño, and N. F. Ortega. "Influencia del espesor del recubrimiento de elementos de hormigón armado expuestos a procesos de corrosión y sometidos a cargas externas." Revista ALCONPAT 6, no. 2 (2016): 129–44. http://dx.doi.org/10.21041/ra.v6i2.134.

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Influencia del espesor del recubrimiento de elementos de hormigón armado expuestos a procesos de corrosión y sometidos a cargas externasRESUMENAl realizar estudios sobre corrosión en hormigón armado, es importante considerar en los ensayos, la acción de cargas externas, pues esta situación es la más frecuente en las estructuras. En este trabajo, se presentan los resultados obtenidos al exponer a un proceso de corrosión acelerada, a vigas de hormigón armado sometidas a esfuerzos flexionales, materializados con cargas, que generan iguales tensiones de tracción en las armaduras corroídas. Las vig
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Almeraya, Facundo, José Maria Bastidas, Andres A. Torres Acosta, and Citlalli Gaona Tiburcio. "Corrosion in Reinforced Concrete." International Journal of Corrosion 2012 (2012): 1. http://dx.doi.org/10.1155/2012/986186.

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Pepenar, Ioan. "Corrosion behaviour of reinforced concrete constructions in acid aggressive environments: case studies, laboratory tests and corrosion mechanisms." MATEC Web of Conferences 149 (2018): 01018. http://dx.doi.org/10.1051/matecconf/201814901018.

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The paper presents the results of research on the corrosion behaviour of reinforced concrete elements which compose the bearing structure of some constructions subjected to the corrosive action of acid aggressive agents, after a long-term service in a strongly aggressive environment. To evaluate the damage state of reinforced concrete elements/constructions, both “in situ” investigation of constructions and laboratory tests on concrete samples extracted from some elements damaged by corrosion, using a specific investigation methodology were performed. The results of the research revealed the e
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Mirsayapov, Ilshat, Samat Yakupov, and Majd Hassoun. "About concrete and reinforced concrete corrosion." IOP Conference Series: Materials Science and Engineering 890 (August 13, 2020): 012061. http://dx.doi.org/10.1088/1757-899x/890/1/012061.

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Okeniyi, Joshua Olusegun, Isaac Oluwaseun Oladele, Oluwafemi Michael Omoniyi, Cleophas Akintoye Loto, and Abimbola Patricia Idowu Popoola. "Inhibition and compressive-strength performance of Na2Cr2O7 and C10H14N2Na2O8·2H2O in steel-reinforced concrete in corrosive environments." Canadian Journal of Civil Engineering 42, no. 6 (2015): 408–16. http://dx.doi.org/10.1139/cjce-2014-0364.

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This paper studied corrosion-inhibition and compressive-strength performances of Na2Cr2O7 (sodium dichromate) and C10H14N2Na2O8·2H2O (ethylenediaminetetraacetic disodium salt: EDTA-Na2) admixtures in steel-reinforced concrete immersed in NaCl and in H2SO4 corrosive environments. Electrochemical methods were used for studying corrosion responses of different concentrations of the individual admixtures and their synergies, in the model that partially replace the toxic Na2Cr2O7 by the environmentally-friendly C10H14N2Na2O8·2H2O, in steel-reinforced concretes. After the electrochemical experiment,
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Moon, Kyung Man, Sung Yul Lee, Jae Hyun Jeong, and Myeong Hoon Lee. "Coating Thickness of Reinforced Concrete Affecting to Cathodic Polarization and Cyclic Voltammogram of Reinforced Steel." Key Engineering Materials 723 (December 2016): 741–47. http://dx.doi.org/10.4028/www.scientific.net/kem.723.741.

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The reinforced concretes are often exposed to severely corrosive environments such as sea water, contaminated water, acid rain and seashore etc.. Therefore, the reinforced steel bar embedded in the concrete is increasingly corroded in various environments mentioned above, and this corrosion problem is thought to be very important in terms of the safety and economic points of view. In this study, a multiple mortar test specimen(W/C:0.5) with variation of coating thickness was prepared and immerged in flowing seawater for five years. And, the effects of coating thickness affecting to cathodic po
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Dissertations / Theses on the topic "Corrosion in reinforced concrete"

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Leyne, Eileen. "Corrosion in reinforced concrete repair." Thesis, McGill University, 2004. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=82611.

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Lack of a scientific design approach for repair and rehabilitation of corroding reinforced concrete infrastructure has resulted in significant financial and social costs. This experimental program was primarily undertaken to examine the corrosion process in reinforced concrete repair, which has different characteristics as compared with corrosion in new construction. The program was designed to gain a deeper understanding of how certain restoration strategies may lead to problems of electrochemical incompatibility and result in ineffective corrosion mitigation.<br>Fifteen specimens, 1m
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Katwan, Moufaq Jassem. "Corrosion fatigue of reinforced concrete." Thesis, University of Glasgow, 1988. http://theses.gla.ac.uk/5327/.

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This work is concerned with the corrosion fatigue characteristics of full-scale reinforced concrete beams partially submerged in 3.5% NaCl solution or in tapwater of low dissolved salt content. The test beams were subjected to constant amplitude fatigue loading in uni-directional or reverse bending at slow cycle rate of 0.17 Hz and various load levels. The test programme had two stages: Stage I, carried out at relatively high load levels, represented a study of the fatigue-failure phenomenon but also provided guides for the more detailed study undertaken in Stage II which was devoted to low lo
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Saifullah, Mohammad. "Effect of reinforced corrosion on bond strength in reinforced concrete." Thesis, University of Birmingham, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.496283.

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Premature deterioration of reinforced/prestressed concrete structures due to corrosion is of considerable current concern. One detrimental effect of corrosion of reinforcing/prestressing steel is the reduction of bond between steel and concrete due to the development of corrosion products at the interface. This thesis examines the influence of localized corrosion of reinforcing bars/ untensioned prestressing strands on their bond strength in concrete. In addition, an analytical study is conducted in order to investigate the complex behaviour due to cracking of cover concrete, non-uniform corro
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Metaferia, Ineku Amhayesus. "Characterization of Steel Corrosion Products in Reinforced Concrete." Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/42128.

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Steel corrosion is one of the major distress mechanisms that causes the deterioration of reinforced concrete structures around the world. It is an electrochemical reaction between the reinforcing steel and the surrounding concrete that produces a mass loss of the metal. Through the process of corrosion in reinforced concrete, iron ions get oxidized to form corrosion products (CP). Although multiple experiments and studies have been developed to understand the rheological behavior of corrosion products, this topic stays inconclusive. This work aims to characterize corrosion products at micro-sc
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Stanish, Kyle David. "Corrosion effects on bond strength in reinforced concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq29397.pdf.

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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.

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Lawson, K. "Corrosion monitoring and protective coating of reinforced concrete." Thesis, University of Manchester, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292460.

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Christodoulou, Christian. "Repair and corrosion management of reinforced concrete structures." Thesis, Loughborough University, 2013. https://dspace.lboro.ac.uk/2134/13577.

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The durability of concrete structures is affected by a number of factors such as environmental exposure, electrochemical reactions, mechanical loading, impact damage and others. Of all of these, corrosion of the reinforcement is probably the main cause for the deterioration of steel reinforced concrete (RC) structures. Corrosion management is becoming increasingly necessary as a result of the growing number of ageing infrastructure assets (e.g. bridges, tunnels etc.) and the increased requirement for unplanned maintenance in order to keep these structures operational throughout their design li
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Anstice, D. J. "Corrosion inhibitors for the rehabilitation of reinforced concrete." Thesis, Aston University, 2000. http://publications.aston.ac.uk/14159/.

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Four corrosion inhibitors namely sodium nitrite, sodium monofluorophosphate, ethanolamine and an alkanolamine-based mixture were studied by immersing mild steel bars for 42 days in model electrolytes of varied pH and chloride concentration which were intended to simulate the pore solution phase present within carbonated and/or chloride-contaminated concrete. Site trials were carried out on sodium monofluorophosphate and the alkanolamine-based inhibitor to study their depth of penetration into concrete. The influence of various carbonating atmospheres on the pore solution chemistry and microstr
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Milman, Ioulia. "CFRP wraps for corrosion repair of reinforced concrete columns and corrosion monitoring." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ58671.pdf.

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Books on the topic "Corrosion in reinforced concrete"

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Wrzesinski, W. R. Permeability and corrosion resistance of reinforced sulfur concrete. U.S. Dept. of the Interior, Bureau of Mines, 1988.

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International Symposium on Corrosion of Reinforcement in Concrete Construction (3rd 1990 Wishaw, England). Corrosion of reinforcement in concrete. Published for the Society of Chemical Industry by Elsevier Applied Science, 1990.

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Saifullah, Mohammad. Effect of reinforced corrosion on bond strength in reinforced concrete. University of Birmingham, 1994.

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Carbonation of reinforced concrete. Citis, 1988.

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Manning, David C. Reflections on steel corrosion in concrete. Research and Development Branch, Ontario Ministry of Transportation, 1991.

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Sohanghpurwala, Ali Akbar. Guide to corrosion management of reinforced concrete structures. NACE International, 2011.

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Guide to corrosion management of reinforced concrete structures. NACE International, 2011.

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Stanish, Kyle David. Corrosion effects on bond strength in reinforced concrete. National Library of Canada = Bibliothèque nationale du Canada, 1999.

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Brand, Bernhard. Schäden an Tragwerken aus Stahlbeton. 2nd ed. Fraunhofer IRB Verlag, 2007.

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Zybura, Adam. Degradacja żelbetu w warunkach korozyjnych. Politechnika Śląska, 1990.

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Book chapters on the topic "Corrosion in reinforced concrete"

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Chess, Paul M. "The Corrosion Process in Reinforced Concrete." In Cathodic Protection for Reinforced Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-1.

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Fahy, Caroline, Peter Grassl, and Domenico Gallipoli. "Corrosion Induced Cracking of Reinforced Concrete." In Durability of Reinforced Concrete from Composition to Protection. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09921-7_8.

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Chen, Zhipei, Dessi A. Koleva, and Klaas van Breugel. "Electrochemical Tests in Reinforced Mortar Undergoing Stray Current-Induced Corrosion." In Concrete Durability. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-55463-1_5.

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Green, Warren, and Paul Chess. "The Corrosion Process in Reinforced Concrete: The State of the Art." In Durability of Reinforced Concrete Structures. CRC Press, 2019. http://dx.doi.org/10.1201/9780429298189-2.

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Green, Warren, and Paul Chess. "Monitoring Corrosion and Why Most of the Current NDT Techniques Are Flawed." In Durability of Reinforced Concrete Structures. CRC Press, 2019. http://dx.doi.org/10.1201/9780429298189-3.

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Hunkeler, F. "Corrosion in reinforced concrete." In Corrosion in Concrete Structures. CRC Press, 2005. http://dx.doi.org/10.1201/9781439823439.ch1.

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El-Reedy, Mohamed Abdallah. "Corrosion of Steel in Concrete." In Steel-Reinforced Concrete Structures. CRC Press, 2017. http://dx.doi.org/10.1201/b22237-2.

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El-Reedy, Mohamed Abdallah. "Controlling Corrosion in Steel Bars." In Steel-Reinforced Concrete Structures. CRC Press, 2017. http://dx.doi.org/10.1201/b22237-6.

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"Corrosion of Steel in Concrete." In Steel-Reinforced Concrete Structures. CRC Press, 2007. http://dx.doi.org/10.1201/9781420054316-5.

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"Controlling Corrosion in Steel Bars." In Steel-Reinforced Concrete Structures. CRC Press, 2007. http://dx.doi.org/10.1201/9781420054316-9.

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Conference papers on the topic "Corrosion in reinforced concrete"

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Sheikh, Shamim Ahmed, and Zahra Kharal. "Corrosion-resistant Reinforced Concrete Columns." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0946.

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&lt;p&gt;To address this issue of corrosion of steel in reinforced concrete, large scale columns reinforced with glass fibre reinforced polymer (GFRP) bars were tested under simulated earthquake loads. In addition to the moment - curvature and shear - deflection responses, ductility factors, and work and energy dissipation parameters were used to evaluate column performance. Twenty-five columns with circular and square sections can be compared to investigate variables such as axial load level, amount and type of reinforcement, i.e. GFRP vs steel. GFRP-reinforced columns were found to behave wi
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Nagi, Mohamad. "Corrosion Evaluation of Reinforced Concrete Bridges." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)16.

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Thoft-Christensen, Palle. "Corrosion and Cracking of Reinforced Concrete." In Third IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructures Systems. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40707(240)4.

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Kung, Peter, and Maria I. Comanici. "Monitoring corrosion in reinforced concrete structures." In SPIE Sensing Technology + Applications, edited by Debbie G. Senesky and Sachin Dekate. SPIE, 2014. http://dx.doi.org/10.1117/12.2048828.

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Ongpeng, Jason, Cheryl Roxas, Iona Rubinos, et al. "Reinforced alkali-activated concrete with induced corrosion." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5124.

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Nguyen, Wilson, Gabriel Jen, Jacob F. Duncan, and Claudia P. Ostertag. "Effect of hybrid fiber reinforcement on corrosion-induced damage of reinforced concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.181.

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Leibbrandt, Alexis, Gilles Caprari, Ueli Angst, Roland Y. Siegwart, Robert J. Flatt, and Bernhard Elsener. "Climbing robot for corrosion monitoring of reinforced concrete structures." In 2012 2nd International Conference on Applied Robotics for the Power Industry (CARPI 2012). IEEE, 2012. http://dx.doi.org/10.1109/carpi.2012.6473365.

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Simonen, Jarkko T., Matthew M. Andringa, Kristi M. Grizzle, Sharon L. Wood, and Dean P. Neikirk. "Wireless sensors for monitoring corrosion in reinforced concrete members." In Smart Structures and Materials, edited by Shih-Chi Liu. SPIE, 2004. http://dx.doi.org/10.1117/12.539529.

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Li, Shengli, Dawang Li, Nan Jiang, and Dongwei Wang. "Research progress of microbial corrosion of reinforced concrete structure." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Tribikram Kundu. SPIE, 2011. http://dx.doi.org/10.1117/12.878573.

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Dickerson, Nathan P., Jarkko T. Simonen, Matthew M. Ardringa, Sharon L. Wood, and Dean P. Neikirk. "Wireless low-cost corrosion sensors for reinforced concrete structures." In Smart Structures and Materials, edited by Masayoshi Tomizuka. SPIE, 2005. http://dx.doi.org/10.1117/12.600011.

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Reports on the topic "Corrosion in reinforced concrete"

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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40683.

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A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b
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Liu, Rongtang, and J. Olek. Development and Evaluation of Cement-Based Materials for Repair of Corrosion-Damaged Reinforced Concrete Slabs. Purdue University, 2001. http://dx.doi.org/10.5703/1288284313177.

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Samples, Lisa, and J. Ramirez. Methods of Corrosion Protection and Durability of Concrete Bridge Decks Reinforced with Epoxy-Coated Bars - Phase I. Purdue University, 1999. http://dx.doi.org/10.5703/1288284313268.

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McKinley, Leo D. Reinforced Concrete Wall Form Design Program. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada258504.

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Brady, Pamalee A., and Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada359462.

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Mahadevan, Sankaran, Jinying Zhu, and Vivek Agarwal. Casting of Reinforced Concrete Beam: Project Progress. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1495189.

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Carino, Nicholas J., and James R. Clifton. Prediction of cracking in reinforced concrete structures. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5634.

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Phan, Long T., Geraldine S. Cheok, and Diana R. Todd. Strengthening methodology for lightly reinforced concrete frames:. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5682.

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Gavin, Thomas. Limit Design of Unbraced Reinforced Concrete Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2559.

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Al-lami, Karrar. Experimental Investigation of Fiber Reinforced Concrete Beams. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2293.

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