Abstract
Reinforced concrete structures are subjected to several degradation processes that often occur early, especially due to reinforcements corrosion. Therefore, the use of representative models for an accurate service-life prediction of reinforced concrete structures becomes indispensable. Thus, this study is aimed at evaluating the model proposed by Andrade to efficiently predict the chloride penetration in concrete structures. In addition, the input variables of this model, as well as the challenges in obtaining them are analyzed. Andrade’s model was applied in some case studies to verify their efficiency in predicting the chloride penetration in reinforced concrete structures in marine environments. The results indicate that for data with small exposure times, the model yielded similar responses to the chloride penetration in situ, with good results within an error range of 35%, associated with a maximum difference of only 4.6 mm between observed and calculated values. For the data with higher exposure times, the differences were significant, indicating the need for an alteration in order to best determine the increase in surface chloride concentration over time. Thus, it is suggested that the model undergoes modifications, mainly in relation to two fundamental aspects, (i) adopt the growth of the chloride surface concentration over time and (ii) consider the variability of the concrete characteristics and exposure conditions through a probabilistic approach.
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References
Shi X, Xie N, Fortune K, Gong J (2012) Durability of steel reinforced concrete in chloride environments: an overview. Constr Build Mater 30:125–138. https://doi.org/10.1016/j.conbuildmat.2011.12.038
American Concrete Institute (2016) Manual of concrete practice
Apostolopoulos CA, Papadakis VG (2008) Consequences of steel corrosion on the ductility properties of reinforcement bar. Constr Build Mater 22(12):2316–2324. https://doi.org/10.1016/j.conbuildmat.2007.10.006
Mehta PK, Monteiro PJ (2014) Concrete: microstructures, properties, and materials. McGraw-Hill, New York
Ueda T, Takewaka K (2007) Performance-based Standard Specifications for maintenance and Repair of concrete structures in Japan. Struct Eng Int 4:359–366. https://doi.org/10.2749/101686607782359119
Gerhardus MPH, Koch H, Brongers NG (2002) Corrosion costs and preventive strategies in the United States. Summ. Shute. Inst., pp 1–12
Fédération Internationale du Béton (2006) Boletim FIB 34
European Committee for Standardization (2005) EN 1990:2002/A1:2005: Eurocode—basis of structural design
Australian Standard (2005) AS 4997—guidelines for the design of maritime structures
Associação Brasileira de Normas Técnicas (2013) NBR 15575-1: Edificações habitacionais—Desempenho. Parte 1: Requisitos gerais
Milani CJ, Kripka M (2012) Diagnosis of pathologies in bridges of the road system in Brazil. Constr J 13(1):26–34
Muthulingam BN, Rao S (2015) Consistent models for estimating chloride ingress parameters in fly ash concrete. J Build Eng 3:24–38. https://doi.org/10.1016/j.jobe.2015.04.009
Pintan NM, Just A, Maria C, Silva M (2015) Pathological manifestations and the study of corrosion present on bridges of the city of Recife. EJGE 20:11893–11907
Weerdt K, Orsáková D, Müller ACA, Larsen CK, Pedersen B, Geiker MR (2016) Towards the understanding of chloride profiles in marine exposed concrete, impact of leaching and moisture content. Constr Build Mater 120:418–431. https://doi.org/10.1016/j.conbuildmat.2016.05.069
Ribeiro DV (2014) Corrosão em estruturas de concreto armado: Teoria, Controle e Métodos de Análise
Shodja HM, Kiani K, Hashemian A (2010) A model for the evolution of concrete deterioration due to reinforcement corrosion. Math Comput Model 52(9–10):1403–1422. https://doi.org/10.1016/j.mcm.2010.05.023
IBGE (2019) Sobre o Brasil—Posição e Extensão
Torres-Acosta AA, Navarro-Gutierrez N, Terán-Guillén J (2007) Residual flexure capacity of corroded reinforced concrete beams. Eng Struct 29(6):1145–1152. https://doi.org/10.1016/j.engstruct.2006.07.018
Spiesz P, Brouwers HJH (2013) The apparent and effective chloride migration coef fi cients obtained in migration tests. Cem Concr Res 48:116–127. https://doi.org/10.1016/j.cemconres.2013.02.005
Otieno M, Beushausen H, Alexander M (2014) Effect of chemical composition of slag on chloride penetration resistance of concrete. Cem Concr Compos 46:56–64. https://doi.org/10.1016/j.cemconcomp.2013.11.003
Pruckner F, Gjørv OE (2004) Effect of CaCl2 and NaCl additions on concrete corrosivity. Cem Concr Res 34(7):1209–1217. https://doi.org/10.1016/j.cemconres.2003.12.015
Xu J, Jiang L, Wang W, Jiang Y (2011) Influence of CaCl2 and NaCl from different sources on chloride threshold value for the corrosion of steel reinforcement in concrete. Constr Build Mater 25(2):663–669. https://doi.org/10.1016/j.conbuildmat.2010.07.023
Liu J, Ba M, Du Y, He Z, Chen J (2016) Effects of chloride ions on carbonation rate of hardened cement paste by X-ray CT techniques. Constr Build Mater 122:619–627. https://doi.org/10.1016/j.conbuildmat.2016.06.101
Chalee W, Jaturapitakkul C, Chindaprasirt PP (2009) Predicting the chloride penetration of fly ash concrete in seawater. Mar Struct 22(3):341–353. https://doi.org/10.1016/j.marstruc.2008.12.001
Valipour M, Pargar F, Shekarchi M, Khani S, Moradian M (2013) In situ study of chloride ingress in concretes containing natural zeolite, metakaolin and silica fume exposed to various exposure conditions in a harsh marine environment. Constr Build Mater 46:63–70
Dasar A, Hamada H, Sagawa Y, Yamamoto D (2017) Deterioration progress and performance reduction 40-year-old reinforced concrete beams in natural corrosion environments. Constr Build Mater 149:690–704. https://doi.org/10.1016/j.conbuildmat.2017.05.162
Maric MK, Ozbolt J, Balabanic G, Ivankovic AM, Zaric D (2017) Service life prediction of concrete structures in maritime environment—case study: Maslenica motorway bridge. In: Construction materials for sustainable future, pp 0–10
Tuutti K (1982) Corrosion of steel in concrete. Swedish Cement and Concrete Research Institute
Uji T, Matsuoka K, Maruya Y (1990) Formulation of an equation for surface chloride content of concrete due to permeation of chloride. In 3rd Int. Symp. on Corrosion of Reinforced Concrete, Society of Chemical Industry, pp 258–267
Tang LO, Nilsson A (1996) A numerical method for prediction of chloride penetration into concrete structures. In: The modelling of microestruture and it’s potential for studying transport properties and durability, pp 539–552
Bob C (1996) Probabilistic assessment of reinforcement corrosion in existing structures. In: Concrete repair, rehabilitation and protection, pp 17–28
Sugiyama T, Ritthichauy W, Tsuji Y (2008) Experimental investigation and numerical modeling of chloride penetration and calcium dissolution in saturated concrete. Cem Concr Res 38:49–67. https://doi.org/10.1016/j.cemconres.2007.08.027
Andrade C, Andréa RD, Castillo A, Castellote M (2009) The use of electrical resistivity as NDT method for the specification of the durability of reinforced concrete. Civ Eng 3–8
Mazer W (2010) Metodologia para a previsão da penetração de íons cloreto em estruturas de concreto armado utilizado lógica difusa. Instituto Técnico de Aeronaútica
Marsavina L, Audenaert K, Schutter G, Faur N, Marsavina D (2009) Experimental and numerical determination of the chloride penetration in cracked concrete. Constr Build Mater 23(1):264–274. https://doi.org/10.1016/j.conbuildmat.2007.12.015
Du X, Jin K, Ma G (2014) A meso-scale numerical method for the simulation of chloride diffusivity in concrete. Finite Elem Anal Des 85:87–100
Andrade JJO (2001) Contribuição à previsão da vida útil das estruturas de concreto armado atacadas pela corrosão de armaduras: iniciação por cloretos. Universidade Federal do Rio Grande do Sul
Andrade JJO, Possan E, Dal Molin DCC (2019) Considerations about the service life prediction of reinforced concrete structures inserted in chloride environments. J Build Pathol Rehabil 2(1):6
Possan E, Dal Molin DCC, Andrade JJO (2019) A conceptual framework for service life prediction of reinforced concrete structures. J Build Pathol Rehabil 3:2
Silvestro L, Dal Molin DCC (2018) Avaliação de modelos para previsão de vida útil de estruturas de concreto armado localizadas em ambientes com cloretos. In: 6a Conferência sobre Patol. e Reabil. Edifícios
Andrade C, Andrea R (2010) Electrical resistivity as microstructural parameter for modelling of service life of reinforced concrete structures. In: 2nd Int. Symp. Serv. Life Des. Infrastructure, Delft, Netherlands, no. October, pp 379–388
Medeiros Junior RA (2011) Estudo da influência das mudanças climáticas na penetração de cloretos em estruturas de concreto localizadas em ambiente marinho. Instituto Tecnológico de Aeronáutica
Crank J (195) The mathematics of diffusion
Oh BH, Jang SY, Shin YS (2005) Experimental investigation of the threshold chloride concentration for corrosion initiation in reinforced concrete structures. Mag Concr Res 55(2):117–124. https://doi.org/10.1680/macr.2003.55.2.117
Yuan Q, Shi C, Schutter G, Audenaert K, Deng D (2009) Chloride binding of cement-based materials subjected to external chloride environment—a review. Constr Build Mater 23(1):1–13. https://doi.org/10.1016/j.conbuildmat.2008.02.004
Nielsen EP, Geiker MR (2003) Chloride diffusion in partially saturated cementitious material. Cem Concr Res 33:133–138
Costa A, Appleton J (1999) Chloride penetration into concrete in marine environment—part I: main parameters affecting chloride penetration. Mater Struct 32:252–259
Costa A, Appleton J (1999) Chloride penetration into concrete in marine environment—part II : prediction of long term chloride penetration. Mater Struct 32:354–359
Costa A, Appleton J (2002) Case studies of concrete deterioration in a marine environment in Portugal. Cem Concr Compos 24(1):169–179
Pereira ADC (2003) Estudio De Metodos Probabilisticos Para La Prediccion De La Vida Util De Estructuras De Hormigon: Influencia Del Factor Variabilidad Espacial En El Caso De Plataformas Offshore En Brasil. Universidad Politécnica de Madrid
Brito PC (2008) Avaliação de durabilidade de uma plataforma offshore em concreto—Estudo de microclima em ambiente marinho. Instituto Tecnológico de Aeronáutica
Meira GR (2004) Agressividade por cloretos em zona de atmosfera marinha frente ao problema da corrosão em estruturas de concreto armado. Universidade Federal de Santa Catarina
Vitali MRV (2013) Efeito Do Distanciamento Ao Mar Da Contaminação Do Concreto Por Cloretos. Universidade Federal de Santa Catarina
Boubitsas D, Luping T, Utgenannt P (2014) Chloride ingress in concrete exposed to marine environment—field data up to 20 years exposure. Report
Wu L, Li W, Yu X (2017) Time-dependent chloride penetration in concrete in marine environments. Constr Build Mater 152:406–413. https://doi.org/10.1016/j.conbuildmat.2017.07.016
Medeiros Junior RA, Lima MG, Brito PC, Medeiros MHF (2015) Chloride penetration into concrete in an offshore platform-analysis of exposure conditions. Ocean Eng 103:78–87. https://doi.org/10.1016/j.oceaneng.2015.04.079
Chen YS, Chiu HJ, Chan YW, Chang YC, Yang CC (2013) The correlation between air-borne salt and chlorides cumulated on concrete surface in the marine atmosphere zone in North Taiwan. J Mar Sci Technol 21(1):24–34
Luping T (2003) Chloride ingress in concrete exposed to marine environment—field data up to 10 years exposure. Report
Song HW, Lee CH, Ann KY (2008) Factors influencing chloride transport in concrete structures exposed to marine environments. Cem Concr Compos 30(2):113–121. https://doi.org/10.1016/j.cemconcomp.2007.09.005
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Silvestro, L., Andrade, J.J.O. & Dal Molin, D.C.C. Evaluation of service-life prediction model for reinforced concrete structures in chloride-laden environments. J Build Rehabil 4, 20 (2019). https://doi.org/10.1007/s41024-019-0059-3
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DOI: https://doi.org/10.1007/s41024-019-0059-3