Electrochemical behavior of dissimilar welded joints between ASTM A615 and AISI 304 with and without buttering using Inconel 182
Abstract
In this study, the corrosion performance of dissimilar welded joints between ASTM A615 and AISI 304 stainless steel with and without buttering using Inconel 182 was evaluated. In both cases, the filler metal was ER-309L and the base metals were prepared with a 45° single bevel. One half of the specimens were welded with “buttering†using Inconel 182. The electrochemical results showed that despite welding defects, the welded specimens formed a passive layer in alkaline environments. The specimens welded with buttering exhibited the best corrosion resistance and mechanical properties.Downloads
References
Acosta, P., Matres, V., Pachón, A., Sánchez, J., Fullea, J., Picón, J. M. (2013). “Armaduras de acero inoxidable expuestas en ambiente marino. Caracterización in-situ de la corrosiónâ€. DM Bastidas, E. Medina Sánchez, CEDINOX (Eds.), Armaduras Acero Inoxidable, CEDINOX, Madrid (España), 115-128.
American National Standards - American Welding Society (2005) ANSI/AWS D1.4-M Structural Welding Code - Reinforcing Steel.
ASTM International. (2014). ASTM G59-97(2014) Standard Test Method for Conducting Potentiodynamic Polarization Resistance Measurements. Retrieved from https://doi.org/10.1520/G0059-97R14
ASTM International. (2014). ASTM G199-09(2014) Standard Guide for Electrochemical Noise Measurement. Retrieved from https://doi.org/10.1520/G0199-09R14
ASTM International. (2015). ASTM C876-15 Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete. Retrieved from https://doi.org/10.1520/C0876-15
ASTM International. (2015). ASTM G102-89(2015)e1 Standard Practice for Calculation of Corrosion Rates and Related Information from Electrochemical Measurements. Retrieved from https://doi.org/10.1520/G0102-89R15E01
ASTM International. (2017). ASTM E3-11(2017) Standard Guide for Preparation of Metallographic Specimens. Retrieved from https://doi.org/10.1520/E0003-11R17
Balán-Ortiz, C. A., Luna Brito, M., Pérez López, T.; Camacho-Chab, R.J. (2017) “Análisis estadÃstico de los registros de ruido electroquÃmico obtenidos del proceso de corrosión del acero de refuerzo embebido en concretoâ€, Revista Mexicana de IngenierÃa QuÃmica 2017, 16 (1). ISSN 1665-2738, Disponible en: https://www.redalyc.org/articulo.oa?id=62049878028
Baltazar, M., & Almeraya, F., Nieves, D., & Borunda, A., Maldonado, E., Ortiz, A. (2007). “Corrosión del acero inoxidable 304 como refuerzo en concreto expuesto a cloruros y sulfatosâ€. Scientia Et Technica, 13 (36), 353- 357. Disponible en: https://www.redalyc.org/html/849/84903663/
Bastidas, D. M., Zapico, C. (2014). “Comportamiento frente a la corrosión de armaduras de acero inoxidable dúplex en solución simulada de poros de hormigón con elevado contenido de clorurosâ€. Industria quÃmica, ISSN 2340-2113, Nº. 17, 2014, págs. 68-74
Bautista, A., Paredes, E. C., Velasco, F. (2013). “Influencia del corrugado en la durabilidad de las barras austenÃticas en medios sin carbonatar y con clorurosâ€. Armaduras de Acero Inoxidable, ISBN 978-84-695-8183-4, págs. 105-114
Bertolini, L., Gastaldi, M., Pastore, T., Pedeferri, M. P., Pedeferri, P. (1998). Effects of galvanic coupling between carbon steel and stainless steel reinforcement in concrete. International Conference on “Corrosion and Rehabilitation of Reinforced Concrete Structuresâ€, Federal Highway Administration, Orlando. December 7–11.
Brown, B. L., Harrop, D., Treadaway, K.W.J. (1976) “Corrosion Testing of Steels for Reinforced Concrete Corrosion Testing and Monitoringâ€, Reprint.
British Stainless Steel Association (BSSA) (2003) “The Use of Stainless Steel Reinforcement in Bridgesâ€, Special BSSA Report - April 2003, Disponible en: https://www.bssa.org.uk/cms/File/REBar%20report.pdf
Doddy, T. (1992), "Intermediate mixed zones in dissimilar metal welds for sour service", Welding Journal, 71 (3), pp. 55-60.
DURAR (1997). Manual de inspección, evaluación y diagnóstico de corrosión en estructuras de hormigón armado. CYTED, Programa Iberoamericano de Ciencia y TecnologÃa para el Desarrollo, Subprograma XV Corrosión/Impacto Ambiental sobre Materiales Maracaibo, Venezuela, ISBN 980-296-541-3.
Dirección General de Normas Mexicanas (1988). NMX-H-121: Procedimiento de soldadura estructural acero de refuerzoâ€.
Eden, D. A., John, D. G., Dawson, J. L. (1987), Corrosion monitoring. International Patent WO 87/07022. World Intellectual Property Organization, 19.
Evans, R. M. (1962). “Joining of Nickel-Base Alloysâ€, (No.181). DMIC Report 181, Battelle Memorial Institute, Columbus 1, Ohio
GarcÃa Fuentes, A., Centeno, L., Salas GarcÃa, R., Velazquez Del Rosario, A. (2011). Metalurgia de uniones soldadas de aceros disÃmiles (ASTM A240–A537) y comportamiento mecánico ante cargas monotónica y cÃclica, Revista Latinoamericana De Metalurgia Y Materiales, 2012, 32(1). Recuperado de http://www.rlmm.org/ojs/index.php/rlmm/article/view/113
GarcÃa, I. L. (2014). “Caracterización electroquÃmica del acero al carbono e inoxidable en soluciones concentradas con extracto de cementoâ€; Tesis que para obtener el Grado de: MaestrÃa en Ciencias de Materiales.
González DÃaz, F. (2010). “Realcalinización electroquÃmica del concreto reforzado carbonatado: una opción de prevención contra la corrosiónâ€. Doctoral dissertation, Universidad Autónoma de Nuevo León.
González, J. A., Andrade, C., Escudero, M. L., (1984), “Corrosión de las armaduras por carbonatación del hormigónâ€. Rev. Iberoamericana de corrosión y protección 15 (4), 11-19.
Kelly, R. G; M. E. Inman, J. L. Hudson, (1996) “Analysis of Electrochemical Noise for Type 410 Stainless Steel in Chloride Solutions (STP 1277)â€, STP 1277 Electrochemical Noise Measurement for Corrosion Applications (ASTM International), pp. 101-113 DOI: https://doi.org/10.1520/STP37954S
Kepler, J. L., Darwin, D., Locke Jr, C. E. (2000). Evaluation of corrosion protection methods for reinforced concrete highway structures (No. K-TRAN: KU-99-6,). Kansas Department of Transportation
Landmann, M. S., Fuentes, J. R., Bonaste, V., & MartÃnez, A. S. (2013). “Rehabilitación con armaduras de acero inoxidableâ€. In Armaduras de acero inoxidable (pp. 167-190). ISBN 978-84-695-8183-4
Lundin, C. D. (1982). Dissimilar metal welds-transition joints literature review. Welding Journal, 61(2), 58-63. URL: http://files.aws.org/wj/supplement/WJ_1982_02_s58.pdf
Mansfeld, F., Sun, Z. (1999), Technical Note: Localization Index Obtained from Electrochemical Noise Analysis. Corrosion Science, 55 (10) pp. 915-918 DOI: https://doi.org/10.5006/1.3283926
McDonald, D. B., Pfeifer, D. W., Sherman, M. R. (1998), Corrosion evaluation of epoxy-coated, metallic-clad, and solid metallic reinforcing bars in concrete, Report No. FHWA-RD-98-153, Federal Highway Administration, McLean, VA, December, 137 pp. URL: https://trid.trb.org/view/496237
Medina, E., Cobo, A., Bastidas, D. M. (2012). “Evaluación del comportamiento estructural y de resistencia a la corrosión de armaduras de acero inoxidable austenÃtico AISI 304 y dúplex AISI 2304 embebidas en morteros de cemento Pórtlandâ€. Revista de Metalurgia, 48(6), 445-458. DOI: https://doi.org/10.3989/revmetalm.1203
Medina, E. D. B. (2013). “Introducción a las Armaduras de acero inoxidableâ€, 1-22. URL: http://hdl.handle.net/10261/85075
Molina, F.J., Alonso, C., Andrade, C. (1993), “Cover cracking as a function of rebar corrosion: Part 2—Numerical modelâ€, Materials and Structures 26, 532. DOI: https://doi.org/10.1007/BF02472864
Nurnberger, U. (1996), “Stainless steel in concreteâ€. European Federation of Corrosion publications, No. 18. London, Institute of Materials.
Ospina Lopez, R., Aguirre Corrales, H., Parra, H. (2007). “Soldabilidad en aceros inoxidables y aceros disimilesâ€. Scientia et technica, 13(34). Disponible en: https://www.redalyc.org/articulo.oa?id=84934046
Pedeferri, P., Bertolini, L., Bolzoni, Pastore, F. T. (1997), “Behavior of Stainless Steels in Concrete,†Proceedings of the International Seminar: The state of the art of the repair and rehabilitation of reinforced concrete structures Eds. W.F. Silva-Araya, O.T. DE RINCÓN, and L. P. O’Neill, (Reston, VA: ASCE, 1997): p.192.
Pérez, L.T. (2002). “Aplicación de la Técnica de Espectroscopia de Impedancia ElectroquÃmica en el Estudio de la Corrosión del Acero de Refuerzo Embebido en Concretoâ€. Programa de Corrosión del Golfo de México.
Pérez-Quiroz, J. T., Alonso-Guzmán, E. M., MartÃnez-Molina, W., Chávez-GarcÃa, H. L., Rendón Belmonte, M., MartÃnez-Madrid, M. (2014), “Electrochemical Behavior of the Welded Joint Between Carbon Steel and Stainless Steel by Means of Electrochemical Noiseâ€, International Journal of Electrochemical Science, pp. 6734 – 6750.
Pérez Quiroz, J. T. (2009), “Evaluación de acero inoxidable para la rehabilitación de estructuras de concreto reforzadoâ€. Tesis para obtener el grado de Doctor en IngenierÃa QuÃmica.
Pourbaix, M. (1966), Atlas of electrochemical equilibria in aqueous solutions. Pergamon Press, New York.
RamÃrez-Soto, J. C. I., Salgado-López, J. M., Pérez-Quiroz, J. T., Pérez-López, T., Terán-Guillén, J., & MartÃnez-Madrid, M. (2016). “Effect of buttering in mechanical properties of dissimilar metal weld joints for reinforcement bars in concrete structuresâ€. Revista ALCONPAT, 6(3), 248-261.
Schierloh, M., Rougier, V., Souchetti, R. (2010). “Vigas de hormigón armado afectadas por corrosión y reparadas con materiales de matriz polimérica reforzados con fibras (PRFS)â€. IX Jornada “Técnicas de restauración y conservación del patrimonioâ€.
Sánchez, E. M., Llorente, I., Fajardo, S., Bastidas, D. M. (2013), “Comportamiento frente a la corrosión por cloruros de una nueva armadura de acero inoxidable dúplex de bajo contenido en nÃquelâ€, Armaduras de acero inoxidable, ISBN 978-84-695-8183-4, págs. 91-103, Editores: CEDINOX, Centro para la investigación y desarrollo del acero inoxidable.
Sistonen, E., Tukiainen, P., Peltola, S., Skriko, S., Lastala, M., Huovinen, S. (1998-2000), Improvingthe durability of reinforced outdoor concrete structures by restricting cracksand protecting reinforcement, part I & II. Project 1998–2002
Soerensen, B., Jensen, P. B., Maahn, E. (1990), The corrosion properties of stainless-steel reinforcement. Corrosion of Reinforcement in Concrete. Ed. by C. L. Page, K. W. J. Treaday, P. B. Bamforth. Papers Presented at the Third International Symposium on "Corrosion of Reinforcement in Concrete Construction", Belfry Hotel, Wishaw, Warwickshire, May 21-24, 1990
Terradillos, P. G., Llorca, M. Ã. C., Gómez, E. Z. (2008). “Corrosión de Armaduras en estructuras de Hormigón Armadoâ€. Editorial Club Universitario. ISBN: 978-84-8454-685-6, Sapin.
Treadaway, K. W. J., Cox, R. N., Brown, B. L. (1989), Durability of corrosion resisting steels inconcrete. Proceedings Institution Civil Engineers, 86, pp.13–27.
Velasco Lopez, F. J., Alvarez Arboleda, S. M., Bautista Arija, M. A. (2013), Comportamiento frente a la corrosión de corrugados dúplex de baja aleación en disoluciones simuladas de poros de hormigón. In: Armaduras de acero inoxidable, pp. 81-90, ISBN: 978-84-695-8183-4
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