nach oben

Erschienen in:

2024 | OriginalPaper | Buchkapitel

2. Literature Review

verfasst von : Fernando A. N. Silva, Rodrigo F. Roma, Mohamed K. Bourbatache, Mahfoud Tahlaiti, João M. P. Q. Delgado, António C. Azevedo

Erschienen in: Advanced Chemical and Creep Modeling for Alkali-Aggregate Reaction in Concrete

Verlag: Springer Nature Switzerland

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

For well-designed concrete structures, the main source of damage is the shrinkage, creep and expansion processes, which can act combined or not. The expansion processes are often called Internal Swelling Processes (ISP), which are pathologies that degrade the concrete structures due to the formation of an intrapore product, and its swelling is responsible for damaging the solid skeleton of concrete.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 340 Zeitschriften

aus folgenden Fachgebieten:

Bauwesen + Immobilien
Business IT + Informatik
Finance + Banking
Management + Führung
Marketing + Vertrieb
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Vorheriges Kapitel Introduction

Nächstes Kapitel Materials and Methods

ACI 209 (2008) Guide for modeling and calculating shrinkage and creep in hardened concrete. American Concrete Institute (ACI), Farmington Hills

Andrade T (2006) Histórico de casos de RAA ocorridos recentemente em fundações de edifícios na região metropolitana de Recife. In: 2º Simpósio sobre Reação Álcali-Agregado em Estruturas de Concreto. Anais... IBRACON, Rio de Janeiro, pp 1–16

Andrade T, Silva JJR, Almeida R, Patrocínio J, Kihara Y, Pecchio M (2006a) Diagnóstico de reação álcali-agregado em blocos de fundação de um edifício público situado na cidade de Recife/PE. In: 2º Simpósio sobre Reação Álcali-Agregado em Estruturas de Concreto. Anais... IBRACON, Rio de Janeiro, pp 1–15

Andrade T, Silva JJR, Hasparyk N, Silva CM (2006b) Investigação do potencial de reatividade para o desenvolvimento de RAA dos agregados miúdos e graúdos comercializados na região metropolitana do Recife. In: 2º Simpósio sobre Reação Álcali-Agregado em Estruturas de Concreto. Anais... IBRACON, Rio de Janeiro, pp 1–16

Andriolo FR (2000) AAR dams affected in Brazil report on the current situation. In: Proceedings of the 11th international conference on alkali-aggregate reaction in concrete. Quebec, pp 1243–1252

Ayub T, Khan SU, Memon FA (2014) Mechanical characteristics of hardened concrete with different mineral admixtures: a review. Sci World J 2014:1–15CrossRef

Balabuch TJR (2018) Análise numérica das deformações do concreto sujeito à reação álcali-agregado considerando os efeitos de retração e fluência. Master thesis, Escola de Engenharia de São Carlos, Universidade de São Paulo (USP), Brasil, p 114

Bazănt ZP, Baweja S (2000) Creep and shrinkage prediction model for analysis and design of concrete structures: model B3. In: ACI Adam Neville symposium: creep and shrinkage—structural design effects. American Concrete Institute (ACI), Farmington Hills, pp 1–83

Bazănt ZP, Panula L (1978) Practical prediction of time-dependent deformations of concrete—part II: basic creep. Matér Constr 11:317–328CrossRef

Bazănt ZP, RILEM (2015) RILEM draft recommendation: TC-242-MDC multi-decade creep and shrinkage of concrete: material model and structural analysis model B4 for creep, drying shrinkage and autogenous shrinkage or normal and high-strength concretes with multi-decade applicability. Mater Struct 48:753–770

Bazănt ZP, Steffens A (2000) Mathematical model for kinetics of alkali-silica reaction in concrete. Cem Concr Res 30(3):419–428CrossRef

Bazănt ZP, Zi G, Meyer C (2000) Fracture mechanics of ASR in concretes with waste glass particles of different sizes. J Eng Mech 126(3):226–232CrossRef

Berra M, Mangialardi T, Paolini AE (2005) Alkali-silica reactivity criteria for concrete aggregates. Mater Struct 38:373–380CrossRef

Bérubé M-A, Duchesne J, Dorion JF, Rivest M (2002) Laboratory assessment of alkali contribution by aggregates to concrete and application to concrete structures affected by alkali-silica reactivity. Cem Concr Res 32:1215–1227CrossRef

Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12:155–164CrossRef

Brito Júnior A, Ferro IP (2016) Reação Álcali-Agregado: Um breve estudo da ocorrência nos blocos da Ponte Paulo Guerra—Recife/PE. In: Congresso Brasileiro de Patologia das Construções—CBPAT. Anais... ISSN, Belém, pp 2448–1459

Brooks JJ (1989) Influence of mix proportions, platicizers and super plasticizers on creep and drying shrinkage of concrete. Mag Concr Res 41(148):145–154

Broekmans MATM (2002) The alkali-silica reaction: mineralogical and geochemical aspects of some Dutch concretes and Norwegian mylonites. Ph.D. thesis, University of Utrecht, Netherlands, p 144

Capra B (1997) Modelisation des effets mécaniques induits par les reaction alkali-granulats. Ph.D. thesis, ENS Cachan, France, p 194

Capra B, Bournazel JP (1998) Modeling of induced mechanical effects of alkali-aggregate reactions. Cem Concr Res 28(2):251–260CrossRef

Capra B, Sellier A (2003) Orthotropic modelling of alkali-aggregate reaction in concrete structures: numerical simulations. Mech Mater 35(8):817–830CrossRef

Carasek H, Cascudo O, Caetano G (2016) Contribuição à previsão de danos para estruturas de concreto atacadas pela reação álcali-sílica, vol 44, no 83. Concreto e Construções, Brasil, pp 30–38

Charpin L, Ehrlacher A (2014) Microporomechanics study of anisotropy of ASR under loading. Cem Concr Res 63:143–157CrossRef

Collins RJ, Bareham PD (1987) Alkali-silica reaction: suppression of expansion using porous aggregate. Cem Concr Res 17(1):89–96CrossRef

Comby-Peyrot I, Bernard F, Bouchard PO, Bay F, Garcia-Diaz E (2009) Development and validation of a 3D computational tool to describe concrete behavior at mesoscale. Application to the alkali-silica reaction. Comput Mater Sci 46(4):1163–1177

Comi C, Fedele R, Perego U (2009) A chemo-thermo-damage model for the analysis of concrete dams affected by alkali-silica reaction. Mech Mater 41:210–230CrossRef

Coussy O (1991) Mécanique des milieu poreux. Editions Technip

Dent Glasser LS (1979) Osmotic pressure and the swelling of gels. Cem Concr Inst 9(4):515–517CrossRef

Dent Glasser LS, Kataoka NNK (1981) The chemistry of alkali-aggregate reaction. Cem Concr Res 11(1):1–9

Dent Glasser LS, Kataoka NNK (1982) On the role of calcium in the alkali-aggregate reaction. Cem Concr Res 12(3):321–331CrossRef

Deschenes DJ (2009) ASR/DEF-damaged bent caps: shear tests and field implications. Master of Science Engineering, The University of Texas, Austin, p 295

Diamond S (1989) ASR—another look at mechanisms. In: Proceedings of the 8th international conference on alkali-aggregate reaction, Kyoto, pp 83–94

Diamond S, Barneyback Jr RS, Struble LJ (1981) On the physics and chemistry of alkali-silica reactions. Purdue University, School of Civil Engineering, Indiana, p 10

Dormieux L, Lemarchand E, Kondo D, Fairbairn E (2004) Elements of poro-mechanics applied to concrete. Mater Struct 37:31–42CrossRef

Dron R, Brivot F (1993) Thermodynamic and kinetic approach to the alkali-silica reaction—part 2: experiment. Cem Concr Res 23(1):93–103CrossRef

Dunant CF, Scrivener KL (2010) Micro-mechanical modelling of alkali-silica-reaction-induced degradation using the AMIE framework. Cem Concr Res 40(4):517–525CrossRef

Durand B, Roux R, Houde J, Blanchette A (1992) Free expansions and stresses in concrete related to alkali aggregate reaction. In: Proceedings of 9th ICAAR, London, pp 298–310

Dyer T (2015) A Durabilidade do Concreto. Editora Ciência Moderna, Rio de Janeiro

Esposito R, Hendriks MA (2016) A multiscale micromechanical approach to model the deteriorating impact of alkali-silica reaction on concrete. Cem Concr Compos 70:139–152CrossRef

Esposito R, Hendriks MA (2019) Literature review of modelling approaches for ASR in concrete: a new perspective. Eur J Environ Civ Eng 23(11):1311–1331CrossRef

FIB (2012) Model code 2010, vol 1, 65th edn. International Federation for Structural Concrete (FIB), Lausanne

Furusawa Y, Ohga H, Uomoto T (1994) An analytical study concerning prediction of concrete expansion due to alkali-silica reaction. Am Concr Inst SP 145:757–780

Gameleira CMTM, Nunes VQG, Régis PA, Oliveira RA (2016) Structural analysis of pile caps, used in bridge foundation, subject to AAR. In: Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks. CRC Press, Florida, p 616

Gao XX, Multon S, Cyr M, Sellier A (2013) Alkali-silica reaction (ASR) expansion: pessimum effect versus scale effect. Cem Concr Res 44:25–33CrossRef

Garcia-Diaz E, Riche J, Bulteel D, Vernet C (2006) Mechanism of damage for the alkali-silica reaction. Cem Concr Res 36(2):395–400CrossRef

Gardner NJ (2004) Comparison of prediction provisions for drying shrinkage and creep of normal-strength concretes. Can J Civ Eng 31(5):767–775CrossRef

Gardner NJ, Lockman MJ (2001) Design provisions for drying shrinkage and creep of normal-strength concrete. ACI Mater J 98:159–167

Grimal E (2007) Caractérisation des effets du gonflement provoqué par la réaction alcali-silice sur le comportement mécanique d’une structure en béton. Ph.D. thesis, Université Paul Sabatier Toulouse, France

Grimal E, Sellier A, Le Pape Y, Bourdarot E (2007) Creep, shrinkage, and anisotropic damage in alkali-aggregate reaction swelling mechanism—part I: a constitutive model. ACI Mater J 227–235

Grimal E, Morenon P, Sellier A, Multon S, Bourdarot E (2018) AAR and DEF structural effects modelling. In: Swelling concrete in dams and hydraulic structures: DSC 2017, 1st edn. ISTE Ltd., Wiley

Hansen WC (1944) Studies relating to the mechanism by which the alkali-aggregate reaction produces expansion in concrete. J Am Concr Inst 15:213–227

Hasparyk NP (2011) Reação álcali-agregado no concreto. In: Isaia CG (ed) Concreto: ciência e tecnologia, Cap 27. IBRACON, São Paulo, pp 933–1001

Hawlett P (2003) Lea’s chemistry of cement and concrete, 4th edn. Butterworth-Heinemann, p 1092

Hobbs DW (1988) Alkali-silica reaction in concrete. Thomas Telford, London, p 183

Ichikawa T, Miura M (2007) Modified model of alkali-silica reaction. Cem Concr Res 37(9):1291–1297CrossRef

Idorn GM (2001) A discussion of the paper “Mathematical model for kinetics of alkali-silica reaction in concrete” by Zdenek P. Bazănt and Alexander Steffens. Cem Concr Res 31(7):1109–1110

Jensen V (2004) Alkali-silica reaction damage to Elgeseter Bridge, Trondheim, Norway: a review of construction, research and repair up to 2003. Mater Charact 53(2–4):155–1770CrossRef

Joshaghani A, Balapour M, Ramezanianpour A (2018) Effect of controlled environmental conditions on mechanical, microstructural and durability properties of cement mortar. Constr Build Mater 164:134–139CrossRef

JSCE (2010) Standard specifications for concrete structures—2007. Design, vol 15. Japan Society of Civil Engineers (JSCE), Tokyo

Kuperman SC (2007) Considerações sobre fluência de concretos. Téchn Rev Tecnol Constr 125:58–63

Larive C (1997) Apports combinés de l’expérimentation et de la modélisation à la compréhension de l’alcali-réaction et de ses effets mécaniques. Ph.D. thesis, Ecole Nationale des Ponts et Chaussées, Paris, p 335

Larive C (1998) Combined contribution of experiments and modeling to the understanding of alkali-aggregate reaction and its mechanical consequences. Report OA 28. Laboratoire Central des Ponts et Chaussées, Paris

LCPC (1994) Recommandations pour la prevention des désordres dus à l’alcali-réaction

Léger P, Côté P, Tinawi R (1996) Finite element analysis of concrete swelling due to alkali-aggregate reactions in dams. Comput Struct 60:601–611CrossRef

Lemarchand E, Dormieux L, Ulm F-J (2005) Micromechanics investigation of expansive reactions in chemoelastic concrete. Philos Trans R Soc A Math Phys Eng Sci 363(1836):2581CrossRef

Lindgård J, Nixon PJ, Borchers I, Schouenborg B, Wigum BJ, Haugen M, Åkesson U (2010) The EU “PARTNER” Project—European standard tests to prevent alkali reactions in aggregates: final results and recommendations. Cem Concr Res 40:611–635CrossRef

Lindgård J, Thomas MDA, Sellevold EJ, Pedersen B, Andiç-Çakir Ö, Justnes H, Rønning TF (2013) Alkali-silica reaction (ASR)—performance testing: influence of specimen pre-treatment, exposure conditions and prism size on alkali leaching and prism expansion. Cem Concr Res 53:68–90CrossRef

Lombardi J, Massard P, Perruchot A (1997) Mesure expérimentale de la cinétique de formation d’un gel silicocalcique, produit de la réaction alcalis-silice. Cem Concr Res 27:1379–1391CrossRef

Madureira EL (2007) Simulação Numérica do Comportamento Mecânico de Elementos de Concreto Armado Afetados pela Reação Álcali-Agregado. Thesis (D.Sc. in civil engineering), Universidade Federal de Pernambuco, Recife, p 219

Mazloom M, Ramezanianpour AA, Brooks JJ (2004) Effect of silica fume on mechanical properties of high-strength concrete. Cem Concr Compos 26(4):347–357CrossRef

Mehta PK, Monteiro PJM (2014) Concreto: estrutura, propriedades e materiais, 2ª edn. In: Hasparyk NP, Helene P, Paulon VA (Reviewers) Translate of the 4th edition in English with Concrete: microstructure, properties and materials. IBRACON, São Paulo

Morenon P (2017) Modélisation des reactions de gonflement interne des bétons avec prise en compte des couplages poro-mécaniques et chimiques. Ph.D. thesis, Université Toulouse 3 Paul Sabatier, France, p 272

Multon S (2003) Évaluation expérimentale et théorique des effets mécaniques de l’alcali-réaction sur des structures modèles. Ph.D. thesis, Université de Marne-la-Vallée, France, p 423

Multon S, Sellier A (2016) Multi-scale analysis of alkali-silica reaction (ASR): impact of alkali leaching on scale effects affecting expansion tests. Cem Concr Res 81:122–133CrossRef

Multon S, Toutlemonde F (2006) Effect of applied stresses on alkali-silica reaction induced expansions. Cem Concr Res 36:912–920CrossRef

Multon S, Seignol J-F, Bourdarot E, Jeanpierre A, Toutlemonde F (2005) Effets structuraux de l’alcali-réaction: Apports d’une expérimentation sur éléments de structures à la validation de modèles. Rev Eur Gén Civ 9:1219–1247

Multon S, Cyr M, Sellier A, Leklou N, Petit L (2008) Coupled effects of aggregate size and alkali content on ASR expansion. Cem Concr Res 40:508–516CrossRef

Multon S, Cyr M, Sellier A, Diederich P, Petit L (2010) Effects of aggregate size and alkali content on ASR expansion. Cem Concr Res 38:350–359CrossRef

Multon S, Sellier A, Cyr M (2009) Chemo-mechanical modelling for prediction of alkali silica reaction (ASR) expansion. Cem Concr Res 39:490–500CrossRef

NBR 15577-1 (2008) Agregados—Reatividade álcali-agregado—Parte 1: Guia para avaliação da reatividade potencial e medidas preventivas para uso de agregados em concreto. São Paulo

NBR 15577-4 (2008) Agregados—Reatividade álcali-agregado—Parte 4: Determinação da expansão em barras de argamassa pelo método acelerado. São Paulo

Neville AM, Brooks JJ (2013) Tecnologia do Concreto. Bookman, Porto Alegre

Nguyen VP, Stroeven M, Sluys LJ (2012) Multiscale failure modeling of concrete: micromechanical modeling, discontinuous homogenization and parallel computations. Comput Methods Appl Mech Eng 201:139–156MathSciNetCrossRef

Nguyen M, Timothy J, Meschke G (2014) Numerical analysis of multiple ion species diffusion and alkali-silica reaction in concrete. In: Computational modellings of concrete structures (EURO-C). CRC Press, Taylor & Francis Group, St Anton am Alberg

Oberholster RE (1983) Alkali reactivity of siliceous rock aggregates: diagnosis of the reaction, testing of cement and aggregate and prescription of preventive measures. In: Proceedings of the 6th international conference alkalis in concrete—research and practice, Copenhagen

Pacelli WA (1999) Tema II: Casos Históricos—Barragens e outras estruturas. In: Relatório Final—1º Simpósio sobre Reatividade Álcali-Agregado em Estruturas de Concreto. Annals... CBGB/FURNAS, Goiânia

Pan JW, Feng YT, Wang JT, Sun QC, Zhang CH, Owen DRJ (2012) Modeling of alkali-silica reaction in concrete: a review. Struct Civ Eng 6:1–18CrossRef

Pecchio M, Kihara Y, Battagin AF, Andrade T (2006) Produtos da reação álcali-silicato em concretos de edificações da região metropolitana de Recife. In: 2º Simpósio sobre Reação Álcali-Agregado em Estruturas de Concreto. Anais... IBRACON, Rio de Janeiro, pp 1–16

Pignatelli R (2012) Modeling of degradation induced by alkali-silica reaction in concrete structures. Ph.D. thesis, Politecnico di Milano, Italy, p 163

Pignatelli R, Comi C, Monteiro P (2013) A coupled mechanical and chemical damage model for concrete affected by alkali-silica reaction. Cem Concr Res 53:196–210CrossRef

Ponce J, Batic O (2006) Different manifestations of the alkali-silica reaction in concrete according to the reaction kinetics of the reactive aggregate. Cem Concr Res 36:1148–1156

Poole AB (1992) Alkali-silica reactivity mechanisms of gel formation and expansion. In: Proceedings of the 9th international conference on alkali-aggregate reaction, London, pp 782–789

Pourbehi MS, Van Zijl GPAG, Strasheim JAvB (2018) Modelling of alkali silica reaction in concrete structures for rehabilitation intervention. In: 5th international conference on concrete repair, rehabilitation and retrofitting (ICCRRR), Cape Town, South Africa. MATEC Web Conf 199:03007

Powers TC, Steinour HH (1955a) An interpretation of some published researchers on alkali-aggregate reaction: part 1—the chemical reactions and mechanism of expansion. Am Concr Inst J Proc 51:497–516

Powers TC, Steinour HH (1955b) An interpretation of some published researchers on alkali-aggregate reaction: part 2—a hypothesis concerning safe and unsafe reactions with reactive silica in concrete. Am Concr Inst J Proc 51:785–812

Poyet S (2003) Etude de la degradation des ouvrages en beton atteints par la reaction alkali-silice—approche experimentale et modelisation numerique des degradations dans un environnement hydro-chemo-mechanique variable. Ph.D. thesis, Université de Marne la Vallée, France, p 237

Poyet S, Sellier A, Capra B, Thèvenin-Foray G, Torrenti J-M, Tournier-Cognon H, Bourdarot E (2006) Influence of water on alkali-silica reaction: experimental study and numerical simulations. J Mater Civ Eng 18:588–596CrossRef

Rüsch H, Jungwirth D, Hilsdorf HK (1983) Creep and shrinkage—their effect on the behavior of concrete structures, 1st edn. Springer-Verlag, New York, p 284

Salgues M, Sellier A, Multon S, Bourdarot E, Grimal E (2014) DEF modelling based on thermodynamic equilibria and ionic transfers for structural analysis. Eur J Environ Civ Eng 18(4):377–402

Sanchez L, Multon S, Sellier A, Cyr M, Fournier B, Jolin M (2014) Comparative study of a chemo-mechanical modelling for alkali silica reaction (ASR) with experimental evidences. Constr Build Mater 72:301–315CrossRef

Sanchez LFM, Fournier B, Jolin M, Duchesne J (2015) Reliable quantification of AAR damage through assessment of the damage rating index (DRI). Cem Concr Res 67:74–92CrossRef

Saouma VE, Martin RA, Hariri-Ardebili MA, Katayama TA (2015) A mathematical model for the kinetics of the alkali-silica chemical reaction. Cem Concr Res 68:184–195CrossRef

Sellier A (2018) Anisotropic damage and visco-elasto-plasticity applied to multiphasic materials. Research report. LMDC—Laboratoire Matériaux et Durabilité des Constructions de Toulouse; Université de Toulouse III—Paul Sebatier, INSA de Toulouse

Sellier A, Bournazel JP, Mébarki A (1995) Modeling the alkali-aggregate reaction with descriptions of the local destructive phenomena involved. Mater Struct 28:373–383CrossRef

Sellier A, Multon S, Buffo-Lacarrière L, Vidal T, Bourbon X, Guillaume C (2016) Concrete creep modelling for structural applications: non-linearity, multi-axiality, hydration, temperature and drying effects. Cem Concr Res 79:301–315CrossRef

Silva NG, Collodetti G, Pichetti DZCM, Gleize PJP (2009) Efeitos do ar incorporado nas propriedades do estado endurecido em argamassas de cimento e areia. In: Anais do 51º Congresso Brasileiro do Concreto (CBC)

Silveira JFA (1997) A Expansão do Concreto em Barragens Afetadas pela RAA e a Importância das Tensões Confinantes. In: 1º Simpósio sobre Reatividade Álcali-Agregado em Estruturas de Concreto. Annals... CBGB/FURNAS, Goiânia

Stanton TE (1940) Expansion of concrete through reaction between cement and aggregates. Proc ASCE N Y 66(10):1781–1811

Suwito A, Jin W, Xi Y, Meyer C (2002) A mathematical model for the pessimum effect of ASR in concrete. Concr Sci Eng RILEM 4:23–32

Thomas MDA, Fournier B, Folliard KJ (2013) Alkali-aggregate reactivity (AAR) facts book. Report No. FHWA-HIF-13-019. U.S. Department of Transportation—Federal Highway Administration, Springfield, VA, p 211

Tiecher F (2006) Reação álcali-agregado: avaliação do comportamento de agregados do sul do Brasil quando se altera o cimento utilizado. Master thesis, Universidade Federal do Rio Grande do Sul, Porto Alegre, p 182

Troxell GE, Raphael JM, Davis RE (1958) Long-time creep and shrinkage tests of plain and reinforced concrete. Proc ASTM Int 58:1101–1120

Ulm F-J, Coussy O, Larive C, Kefei L (2000) Thermo-chemo-mechanics of ASR expansion in concrete structures. J Eng Mech 126:233–242CrossRef

Wawrzeczyk J, Molendowska A (2017) Impact of air entraining method on the resistance of concrete to internal cracking. IOP Conf Ser Mater Sci Eng 245

Wendner R, Hubler MH, Bazănt ZP (2015) Statistical justification of model B4 for multidecade concrete creep using laboratory and bridge databases and comparisons to other models. Mater Struct 48:815–833CrossRef

Wood JG, Young JS, Ward DE (1987) The structural effects of alkali-aggregate reaction on reinforced concrete. In: Graham-Bellew PE (ed) Concrete alkali-aggregate reactions, proceeding of the 7th international conference. Noyes Publications, Park Ridge, NJ, Ottawa

Wu T, Temizer I, Wriggers P (2014) Multiscale hydro-thermo-chemo-mechanical coupling: application to alkali-silica reaction. Comput Mater Sci 84:381–395CrossRef

Zhang MH, Malhotra VM (1995) Characteristics of a thermally activated alumino-silicate pozzolanic material and its use in concrete. Cem Concr Res 25(8):1713–1725CrossRef

Zhang C, Wang AQ, Tang MS, Wu BQ, Zhang NS (1999) Influence of aggregate size and aggregate size grading on ASR expansion. Cem Concr Res 29(9):1393–1396CrossRef

Titel: Literature Review
verfasst von: Fernando A. N. Silva
Rodrigo F. Roma
Mohamed K. Bourbatache
Mahfoud Tahlaiti
João M. P. Q. Delgado
António C. Azevedo
Verlag: Springer Nature Switzerland
Buch: Advanced Chemical and Creep Modeling for Alkali-Aggregate Reaction in Concrete
Print ISBN: 978-3-031-53979-4

Electronic ISBN: 978-3-031-53980-0

Copyright-Jahr: 2024
DOI: https://doi.org/10.1007/978-3-031-53980-0_2

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Springer Professional "Wirtschaft"