A review of the durability aspects for self-compacting concrete

This article presents a literature review concerning the durability of self-compacting concrete (SCC), making a comparison between this new type of concrete and the vibrated concrete (VC). The degradation mechanisms that have been considered are: carbonation, chloride penetration, sulphate attack, f...

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Autores:: Marian, Sabau
Cantillo Mier, Yamith Alfonso
Traian, Onet

Tipo de recurso:: Article of journal

Fecha de publicación:: 2016

Institución:: Corporación Universidad de la Costa

Repositorio:: REDICUC - Repositorio CUC

Idioma:: eng

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dc.title.spa.fl_str_mv	A review of the durability aspects for self-compacting concrete
dc.title.translated.spa.fl_str_mv	Una revisión de los aspectos de durabilidad del hormigón autocompactante.
title	A review of the durability aspects for self-compacting concrete
spellingShingle	A review of the durability aspects for self-compacting concrete Carbonation Chloride penetration Fire resistance Frost durability and salt scaling Self-compacting concrete Sulphate attack Carbonatación Penetración de cloruro Resistente al fuego Durabilidad de las heladas y escamas de sal Hormigón autocompactante Ataque de sulfato
title_short	A review of the durability aspects for self-compacting concrete
title_full	A review of the durability aspects for self-compacting concrete
title_fullStr	A review of the durability aspects for self-compacting concrete
title_full_unstemmed	A review of the durability aspects for self-compacting concrete
title_sort	A review of the durability aspects for self-compacting concrete
dc.creator.fl_str_mv	Marian, Sabau Cantillo Mier, Yamith Alfonso Traian, Onet
dc.contributor.author.spa.fl_str_mv	Marian, Sabau Cantillo Mier, Yamith Alfonso Traian, Onet
dc.subject.spa.fl_str_mv	Carbonation Chloride penetration Fire resistance Frost durability and salt scaling Self-compacting concrete Sulphate attack Carbonatación Penetración de cloruro Resistente al fuego Durabilidad de las heladas y escamas de sal Hormigón autocompactante Ataque de sulfato
topic	Carbonation Chloride penetration Fire resistance Frost durability and salt scaling Self-compacting concrete Sulphate attack Carbonatación Penetración de cloruro Resistente al fuego Durabilidad de las heladas y escamas de sal Hormigón autocompactante Ataque de sulfato
description	This article presents a literature review concerning the durability of self-compacting concrete (SCC), making a comparison between this new type of concrete and the vibrated concrete (VC). The degradation mechanisms that have been considered are: carbonation, chloride penetration, sulphate attack, frost durability and salt scaling, and fire resistance. The carbonation of SCC is not significantly deviating from the carbonation of VC. Cyclic wetting and drying in a chloride containing solution shows significantly lower chloride diffusion in SCC in comparison with VC. The initiation time for sulphate attack is prolonged in SCC compared with an equivalent VC due to a denser microstructure in SCC. Frost action in combination with de-icing salts is leading to similar mass losses in SCC as in VC. SCC has a high probability of spalling when exposed to fire even in a dry environment, so precautions shall be taken when SCC shall be used in situations where no fire spalling is accepted.
publishDate	2016
dc.date.issued.none.fl_str_mv	2016-05-27
dc.date.accessioned.none.fl_str_mv	2019-05-17T15:27:38Z
dc.date.available.none.fl_str_mv	2019-05-17T15:27:38Z
dc.type.spa.fl_str_mv	Artículo de revista
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dc.identifier.isbn.spa.fl_str_mv	978-846087941-1
dc.identifier.issn.spa.fl_str_mv	23868198
dc.identifier.uri.spa.fl_str_mv	https://hdl.handle.net/11323/4335
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dc.language.iso.none.fl_str_mv	eng
language	eng
dc.relation.references.spa.fl_str_mv	[1] BIBM, CEMBUREAU, EFCA, EFNARC, and ERMCO. The European Guidelines for SelfCompacting Concrete. Specification, Production and Use. 2005. [2] Bonen, D. and Shah, S.P. Fresh and hardened properties of self-consolidating concrete. Progress in Structural Engineering and Materials 7, 1 (2005), 14–26. [3] Sideris, K.K., Kiritsas, S., and Haniotakis, E. Mechanical characteristics and durability of selfcompacting concretes produced with Greek materials. Proceedings of the 14th Greek Concrete Conference, (2003), 187–193. [4] RILEM. CPC-18 Measurement of hardened concrete carbonation depth. Materials and Structures 21, 6 (1988), 453–455. [5] Assié, S. Durabilité des bétons auto-plaçants. PhD thesis, Institut National des Sciences Appliquées de Toulouse, France, 2004. [6] Cioffi, R., Colangelo, F., and Marroccoli, M. Durability of self-compacting concrete. Proceedings of the Eight Convegno Nazionale AIMAT, Palermo, (2006). [7] Sideris, K.K. Durability of Self-compacting concretes of different strength categories. Internal Report, Laboratory of Building Materials, Democritus University of Thrace (in Greek), 2006. [8] De Schutter, G. and Audenaert, K. Durability of Self-Compacting Concrete-State-of-the-Art Report of RILEM Technical Committee 205-DSC. RILEM publications, 2007. [9] Zhu, W. and Bartos, P.J.M. Permeation properties of self-compacting concrete. Cement and Concrete Research 33, 6 (2003), 921–926. [10] Audenaert, K., Yu, Z., Shi, C., Khayat, K.H., and Xie, Y. Chloride penetration in self compacting concrete by cyclic immersion. SCC’2005-China: 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete, (2005), 355–362. [11] Tang, L., Andalen, A., Johansson, J.O., and Hjelm, S. Chloride diffusivity of self-compacting concrete. Proceeding of First International RILEM Symposium on Self-Compacting Concrete (PRO 7), Stockholm, Sweden, (1999), 187–198. [12] Persson, B. Assessment of the chloride migration coefficient, internal frost resistance, salt frost scaling and sulphate resistance of self-compacting concrete. Division of Building Materials, Lund University, 2001. [13] ACI. 201.2R-08: Guide to Durable Concrete. 2008. [14] Collepardi, M. Ettringite formation and sulfate attack on concrete. Proceedings of the Fifth CANMET/ACI International Conference on Recent Advances in Concrete Technology (ACI SP-200), (2001), 21–37. [15] Collepardi, M. Thaumasite formation and deterioration in historic buildings. Cement and Concrete Composites 21, 2 (1999), 147–154. [16] Hartshorn, S.A., Sharp, J.H., and Swamy, R.N. Thaumasite formation in Portland-limestone cement pastes. Cement and Concrete Research 29, 8 (1999), 1331–1340. [17] Hime, W.G. and Mather, B. “Sulfate attack,” or is it? Cement and Concrete Research 29, 5 (1999), 789–791. [18] Barnett, S.J., Halliwell, M.A., Crammond, N.J., Adam, C.D., and Jackson, A.R.W. Study of thaumasite and ettringite phases formed in sulfate/blast furnace slag slurries using XRD full pattern fitting. Cement and Concrete Composites 24, 3 (2002), 339–346. [19] Poppe, A.-M. and De Schutter, G. Analytical hydration model for filler rich binders in selfcompacting concrete. Journal of Advanced Concrete Technology 4, 2 (2006), 259–266. [20] Persson, B. On the internal frost resistance of self-compacting concrete, with and without polypropylene fibres. Materials and structures 39, 7 (2006), 707–716. [21] Sideris, K.K. Mechanical characteristics of self-consolidating concretes exposed to elevated temperatures. Journal of materials in civil engineering 19, 8 (2007), 648–654. [22] Noumowé, A., Carré, H., Daoud, A., and Toutanji, H. High-strength self-compacting concrete exposed to fire test. Journal of materials in civil engineering 18, 6 (2006), 754–758. [23] Boström, L. Innovative self-compacting concrete - Development of test methodology for determination of fire spalling. SP Report 2004, 2004. [24] Bostrom, L. and Jansson, R. Spalling of self-compacting concrete. Proceedings of 4th International Workshop Structures in Fire, (2006). [25] Persson, B. Fire resistance of self-compacting concrete, SCC. Materials and Structures 37, 9 (2004), 575–584. [26] Horvath, J., Hertel, C., Dehn, F., and Schneider, U. Einfluß der Vorlagerung auf das Temperaturverhalten von selbstverdichtendem Beton. Beton-und Stahlbetonbau 99, 10 (2004), 813– 815. [27] Liu, X. Microstructural investigation of self-compacting concrete and high-performance concrete during hydration and after exposure to high temperatures. These de doctorat, Université de Ghent, Belgique, 2006.
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spelling	Marian, SabauCantillo Mier, Yamith AlfonsoTraian, Onet2019-05-17T15:27:38Z2019-05-17T15:27:38Z2016-05-27978-846087941-123868198https://hdl.handle.net/11323/4335Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This article presents a literature review concerning the durability of self-compacting concrete (SCC), making a comparison between this new type of concrete and the vibrated concrete (VC). The degradation mechanisms that have been considered are: carbonation, chloride penetration, sulphate attack, frost durability and salt scaling, and fire resistance. The carbonation of SCC is not significantly deviating from the carbonation of VC. Cyclic wetting and drying in a chloride containing solution shows significantly lower chloride diffusion in SCC in comparison with VC. The initiation time for sulphate attack is prolonged in SCC compared with an equivalent VC due to a denser microstructure in SCC. Frost action in combination with de-icing salts is leading to similar mass losses in SCC as in VC. SCC has a high probability of spalling when exposed to fire even in a dry environment, so precautions shall be taken when SCC shall be used in situations where no fire spalling is accepted.Este artículo presenta una revisión de la literatura sobre la durabilidad del concreto autocompactante (SCC), haciendo una comparación entre este nuevo tipo de concreto y el concreto vibrado (VC). Los mecanismos de degradación que se han considerado son: carbonatación, penetración de cloruro, ataque de sulfato, durabilidad de las heladas y descamación de la sal, y resistencia al fuego. La carbonatación de SCC no se desvía significativamente de la carbonatación de VC. La humectación y el secado cíclicos en una solución que contiene cloruro muestra una difusión de cloruro significativamente menor en SCC en comparación con VC. El tiempo de inicio para el ataque de sulfato se prolonga en SCC en comparación con un VC equivalente debido a una microestructura más densa en SCC. La acción de escarcha en combinación con sales de deshielo está llevando a pérdidas de masa similares en SCC como en VC. SCC tiene una alta probabilidad de desprendimiento cuando se expone al fuego, incluso en un ambiente seco, por lo que se deben tomar precauciones cuando se debe usar SCC en situaciones en las que no se acepta la extinción de incendios.Marian, Sabau-0000-0002-6595-2323-600Cantillo Mier, Yamith Alfonso-7e8ab007-5421-4359-8e72-1d3a0468b315-0Traian, Onet-3d0b205d-54d6-42e3-9332-90a95226cfc2-0eng6 ° Congreso Euroamericano de Patología de la Construcción, Tecnología de Rehabilitación y Gestión del Patrimonio, REHABEND 2016Attribution-NonCommercial-ShareAlike 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2CarbonationChloride penetrationFire resistanceFrost durability and salt scalingSelf-compacting concreteSulphate attackCarbonataciónPenetración de cloruroResistente al fuegoDurabilidad de las heladas y escamas de salHormigón autocompactanteAtaque de sulfatoA review of the durability aspects for self-compacting concreteUna revisión de los aspectos de durabilidad del hormigón autocompactante.Artículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersion[1] BIBM, CEMBUREAU, EFCA, EFNARC, and ERMCO. The European Guidelines for SelfCompacting Concrete. Specification, Production and Use. 2005. [2] Bonen, D. and Shah, S.P. Fresh and hardened properties of self-consolidating concrete. Progress in Structural Engineering and Materials 7, 1 (2005), 14–26. [3] Sideris, K.K., Kiritsas, S., and Haniotakis, E. Mechanical characteristics and durability of selfcompacting concretes produced with Greek materials. Proceedings of the 14th Greek Concrete Conference, (2003), 187–193. [4] RILEM. CPC-18 Measurement of hardened concrete carbonation depth. Materials and Structures 21, 6 (1988), 453–455. [5] Assié, S. Durabilité des bétons auto-plaçants. PhD thesis, Institut National des Sciences Appliquées de Toulouse, France, 2004. [6] Cioffi, R., Colangelo, F., and Marroccoli, M. Durability of self-compacting concrete. Proceedings of the Eight Convegno Nazionale AIMAT, Palermo, (2006). [7] Sideris, K.K. Durability of Self-compacting concretes of different strength categories. Internal Report, Laboratory of Building Materials, Democritus University of Thrace (in Greek), 2006. [8] De Schutter, G. and Audenaert, K. Durability of Self-Compacting Concrete-State-of-the-Art Report of RILEM Technical Committee 205-DSC. RILEM publications, 2007. [9] Zhu, W. and Bartos, P.J.M. Permeation properties of self-compacting concrete. Cement and Concrete Research 33, 6 (2003), 921–926. [10] Audenaert, K., Yu, Z., Shi, C., Khayat, K.H., and Xie, Y. Chloride penetration in self compacting concrete by cyclic immersion. SCC’2005-China: 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete, (2005), 355–362. [11] Tang, L., Andalen, A., Johansson, J.O., and Hjelm, S. Chloride diffusivity of self-compacting concrete. Proceeding of First International RILEM Symposium on Self-Compacting Concrete (PRO 7), Stockholm, Sweden, (1999), 187–198. [12] Persson, B. Assessment of the chloride migration coefficient, internal frost resistance, salt frost scaling and sulphate resistance of self-compacting concrete. Division of Building Materials, Lund University, 2001. [13] ACI. 201.2R-08: Guide to Durable Concrete. 2008. [14] Collepardi, M. Ettringite formation and sulfate attack on concrete. Proceedings of the Fifth CANMET/ACI International Conference on Recent Advances in Concrete Technology (ACI SP-200), (2001), 21–37. [15] Collepardi, M. Thaumasite formation and deterioration in historic buildings. Cement and Concrete Composites 21, 2 (1999), 147–154. [16] Hartshorn, S.A., Sharp, J.H., and Swamy, R.N. Thaumasite formation in Portland-limestone cement pastes. Cement and Concrete Research 29, 8 (1999), 1331–1340. [17] Hime, W.G. and Mather, B. “Sulfate attack,” or is it? Cement and Concrete Research 29, 5 (1999), 789–791. [18] Barnett, S.J., Halliwell, M.A., Crammond, N.J., Adam, C.D., and Jackson, A.R.W. Study of thaumasite and ettringite phases formed in sulfate/blast furnace slag slurries using XRD full pattern fitting. Cement and Concrete Composites 24, 3 (2002), 339–346. [19] Poppe, A.-M. and De Schutter, G. Analytical hydration model for filler rich binders in selfcompacting concrete. Journal of Advanced Concrete Technology 4, 2 (2006), 259–266. [20] Persson, B. On the internal frost resistance of self-compacting concrete, with and without polypropylene fibres. Materials and structures 39, 7 (2006), 707–716. [21] Sideris, K.K. Mechanical characteristics of self-consolidating concretes exposed to elevated temperatures. Journal of materials in civil engineering 19, 8 (2007), 648–654. [22] Noumowé, A., Carré, H., Daoud, A., and Toutanji, H. High-strength self-compacting concrete exposed to fire test. Journal of materials in civil engineering 18, 6 (2006), 754–758. [23] Boström, L. Innovative self-compacting concrete - Development of test methodology for determination of fire spalling. SP Report 2004, 2004. [24] Bostrom, L. and Jansson, R. Spalling of self-compacting concrete. Proceedings of 4th International Workshop Structures in Fire, (2006). [25] Persson, B. Fire resistance of self-compacting concrete, SCC. Materials and Structures 37, 9 (2004), 575–584. [26] Horvath, J., Hertel, C., Dehn, F., and Schneider, U. Einfluß der Vorlagerung auf das Temperaturverhalten von selbstverdichtendem Beton. Beton-und Stahlbetonbau 99, 10 (2004), 813– 815. [27] Liu, X. Microstructural investigation of self-compacting concrete and high-performance concrete during hydration and after exposure to high temperatures. 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A review of the durability aspects for self-compacting concrete

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