Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration
Autor(a) principal: | |
---|---|
Data de Publicação: | 2019 |
Tipo de documento: | Tese |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/191301 |
Resumo: | The energetical and environmental problematic related to the cement production is a very sensitive issue. As every other field, the construction industry must go through drastic change in the design of concrete and cement-based materials. The understanding of the physical and chemical properties of the Portland cement (PC) clinker is important to improve its design. Tricalcium silicate C3S, or alite, is the main phase of PC clinker and has been largely studied since it is the first responsible for the strength development of the cement paste. On the other hand, the development of computational methods at the molecular scale has made possible the modelling of structural, dynamical and energetic properties, sometimes hardly measurable by experimental means. Such methods are relatively new in the field of cement chemistry, but have been increasingly employed over the last 15 years. In this project, density functional theory (DFT), classical molecular dynamics (MD), and ab initio molecular dynamics (AIMD) are employed towards a better understanding of mechanical, thermal, and superficial properties of monoclinic C3S, as well as C3S/water interface features. The present thesis consists of five chapters. The first chapter presents a review of the literature on the chemistry of cement, and more particularly on the hydration process modeling. The various phases which compose the Portland cement clinker are introduced, then the the different polymorphs of C3S are described, in particular the M1 and M3 forms, which are studied in this thesis. Then, several models of hydration are discussed, from the first single particle models, to the last attempts of investigations at the atomic scale. The second chapter provides an overview of the fundamental principles related to atomistic simulations. It describes the fundamentals of calculations based on the electronic density in many particle systems. The Density Functional Theory (DFT) revolutionized the study of these systems since it considers the electronic density as only calculation variable, greatly reducing the calculation time. The classical molecular mechanics is then introduced, with the notion of fields of empirical forces to describe interatomic forces. Then, the calculation methods based on the minimization of energy are explained, as well as the molecular dynamics (MD), where the integration of Newton's equation of motion allows to simulate a system at finite temperature. The principles of \emph{ab initio} molecular dynamics (AIMD), based on calculations of interatomic forces by DFT, are explained. Then some concepts of statistical mechanics, important in MD, are introduced. Finally, different force fields, already used to describe the C3S/water interface and the initial hydration of \ce {C3S} are reviewed. The third chapter presents the results of calculations of cleavage energy, and of mechanical and thermal properties of C3S M1 and M3. The elastic constants are firstly calculated from the stiffness matrices, using the Voigt-Reuss-Hill homogenization method. These calculations are made by a static method, minimizing the energy of the unit cell at each deformation step. In addition, the calculation of the bulk modulus is performed by equilibrium molecular dynamics (EMD) under different hydrostatic pressure. The stress-strain curves are also obtained by non-equilibrium MD (EMD), applying a continuous deformation during the dynamics of the system. The elastic constants are also deduced from these calculations. The specific heat is determined by a direct method, from the rate of change of enthalpy as a function of the temperature of the system, constant pressure. The expansion coefficients are also calculated according to the variation of the volume with respect to the temperature under the same conditions. A more accurate method, based on the density of phonon states (DOS) is employed. DOS are calculated from the Fourier transform of the autocorrelation function of atomic velocities. In general, the calculated mechanical and thermal properties were in good agreement with the experimental measurements. Finally, the cleavage energies of C3S M1 and M3 were calculated from the difference in energy of unified and cleaved systems. The superficial ions are relaxed to their minimum energy configuration applying steep temperature gradients. The equilibrium shapes of the M1 and M3 crystals are constructed from the energies calculated, employing the Wulff construction method, which is based on the minimization of free energy during crystal growth. The fourth chapter presents a study by MD of the behavior of interfacial water as a function of the degree of hydration of the (040) surface of the \ce{M3 C3S}, with a hydration model including the typical range of pH values of cement solutions. The interface energy is calculated according to the hydration degree of the surface. The structure and dynamics of the water molecules at the interface are evaluated by analysis of the obtained trajectories. Atomic densities at the interface, as well as the different binding modes of water molecules on the surface are highlighted. The orientation of water molecules and coordination spheres of the different chemical species present at the interface are analyzed. The dynamics of water molecules is quantified from the diffusion coefficient as a function of their distance from the C3S surface. Analyses also make possible the quantification of the number and the type of hydrogen bond at the interface, as well as their life time. It is observed that, during hydration, the behavior of the water at the interface changes radically. The hydrogen bond network existing between the water molecules in contact with the anhydrous C3S decomposes upon protonation of oxide ions and silicates. The fifth chapter presents an AIMD study of proton transfers at the C3S/water interface, on the same surface and the same polymorph as previously. Three types of hydroxyl groups are analyzed: hydroxides formed on oxide ions, hydroxyls in silanol groups and hydroxides resulting from the dissociation of water molecules. Hydroxides formed on oxide ions are very stable. Conversely, the number of two other types fluctuate according to proton transfers. These transfers have been quantified in terms of frequency and energy barrier. Furthermore, the importance of the environment of the superficial oxide ions on their protonation, this parameter was not considered in the previously used model, which only account for the pKa of hydroxide and silicic acid in solution. In addition, analyses show that the orientation of water molecules on the surface greatly influenced by its topology. Electron density analysis allows to highlight regions of abundance depletion of electrons due to the adsorption of water molecules, and occurring during proton exchanges. The size of these regions around hydroxyl groups is a function of the stability of the group. Generally speaking, the results obtained in this thesis allow for a better understanding of the behavior of C3S at the atomic scale and its early hydration, occurring systematically even before mixing with water. |
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Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydrationInvestigação da dinâmica molecular das propriedades mecânicas, térmicas e de superfície do silicato tricálcico e sua hidratação precoceTricalcium silicateHydrationMolecular dynamicsCleavage energySilicato tricálcicoHidrataçãoDinâmica molecularEnergia de clivagemInterfaceThe energetical and environmental problematic related to the cement production is a very sensitive issue. As every other field, the construction industry must go through drastic change in the design of concrete and cement-based materials. The understanding of the physical and chemical properties of the Portland cement (PC) clinker is important to improve its design. Tricalcium silicate C3S, or alite, is the main phase of PC clinker and has been largely studied since it is the first responsible for the strength development of the cement paste. On the other hand, the development of computational methods at the molecular scale has made possible the modelling of structural, dynamical and energetic properties, sometimes hardly measurable by experimental means. Such methods are relatively new in the field of cement chemistry, but have been increasingly employed over the last 15 years. In this project, density functional theory (DFT), classical molecular dynamics (MD), and ab initio molecular dynamics (AIMD) are employed towards a better understanding of mechanical, thermal, and superficial properties of monoclinic C3S, as well as C3S/water interface features. The present thesis consists of five chapters. The first chapter presents a review of the literature on the chemistry of cement, and more particularly on the hydration process modeling. The various phases which compose the Portland cement clinker are introduced, then the the different polymorphs of C3S are described, in particular the M1 and M3 forms, which are studied in this thesis. Then, several models of hydration are discussed, from the first single particle models, to the last attempts of investigations at the atomic scale. The second chapter provides an overview of the fundamental principles related to atomistic simulations. It describes the fundamentals of calculations based on the electronic density in many particle systems. The Density Functional Theory (DFT) revolutionized the study of these systems since it considers the electronic density as only calculation variable, greatly reducing the calculation time. The classical molecular mechanics is then introduced, with the notion of fields of empirical forces to describe interatomic forces. Then, the calculation methods based on the minimization of energy are explained, as well as the molecular dynamics (MD), where the integration of Newton's equation of motion allows to simulate a system at finite temperature. The principles of \emph{ab initio} molecular dynamics (AIMD), based on calculations of interatomic forces by DFT, are explained. Then some concepts of statistical mechanics, important in MD, are introduced. Finally, different force fields, already used to describe the C3S/water interface and the initial hydration of \ce {C3S} are reviewed. The third chapter presents the results of calculations of cleavage energy, and of mechanical and thermal properties of C3S M1 and M3. The elastic constants are firstly calculated from the stiffness matrices, using the Voigt-Reuss-Hill homogenization method. These calculations are made by a static method, minimizing the energy of the unit cell at each deformation step. In addition, the calculation of the bulk modulus is performed by equilibrium molecular dynamics (EMD) under different hydrostatic pressure. The stress-strain curves are also obtained by non-equilibrium MD (EMD), applying a continuous deformation during the dynamics of the system. The elastic constants are also deduced from these calculations. The specific heat is determined by a direct method, from the rate of change of enthalpy as a function of the temperature of the system, constant pressure. The expansion coefficients are also calculated according to the variation of the volume with respect to the temperature under the same conditions. A more accurate method, based on the density of phonon states (DOS) is employed. DOS are calculated from the Fourier transform of the autocorrelation function of atomic velocities. In general, the calculated mechanical and thermal properties were in good agreement with the experimental measurements. Finally, the cleavage energies of C3S M1 and M3 were calculated from the difference in energy of unified and cleaved systems. The superficial ions are relaxed to their minimum energy configuration applying steep temperature gradients. The equilibrium shapes of the M1 and M3 crystals are constructed from the energies calculated, employing the Wulff construction method, which is based on the minimization of free energy during crystal growth. The fourth chapter presents a study by MD of the behavior of interfacial water as a function of the degree of hydration of the (040) surface of the \ce{M3 C3S}, with a hydration model including the typical range of pH values of cement solutions. The interface energy is calculated according to the hydration degree of the surface. The structure and dynamics of the water molecules at the interface are evaluated by analysis of the obtained trajectories. Atomic densities at the interface, as well as the different binding modes of water molecules on the surface are highlighted. The orientation of water molecules and coordination spheres of the different chemical species present at the interface are analyzed. The dynamics of water molecules is quantified from the diffusion coefficient as a function of their distance from the C3S surface. Analyses also make possible the quantification of the number and the type of hydrogen bond at the interface, as well as their life time. It is observed that, during hydration, the behavior of the water at the interface changes radically. The hydrogen bond network existing between the water molecules in contact with the anhydrous C3S decomposes upon protonation of oxide ions and silicates. The fifth chapter presents an AIMD study of proton transfers at the C3S/water interface, on the same surface and the same polymorph as previously. Three types of hydroxyl groups are analyzed: hydroxides formed on oxide ions, hydroxyls in silanol groups and hydroxides resulting from the dissociation of water molecules. Hydroxides formed on oxide ions are very stable. Conversely, the number of two other types fluctuate according to proton transfers. These transfers have been quantified in terms of frequency and energy barrier. Furthermore, the importance of the environment of the superficial oxide ions on their protonation, this parameter was not considered in the previously used model, which only account for the pKa of hydroxide and silicic acid in solution. In addition, analyses show that the orientation of water molecules on the surface greatly influenced by its topology. Electron density analysis allows to highlight regions of abundance depletion of electrons due to the adsorption of water molecules, and occurring during proton exchanges. The size of these regions around hydroxyl groups is a function of the stability of the group. Generally speaking, the results obtained in this thesis allow for a better understanding of the behavior of C3S at the atomic scale and its early hydration, occurring systematically even before mixing with water.A produção de cimento envolve questões energéticas e ambientais muito relevantes. Em função disso, a indústria da construção deve sofrer mudanças radicais na concepção de concreto de materiais cimentícios. A compreensão das propriedades físicas e químicas do clínquer de cimento Portland (PC) é importante para melhorar seu design. O silicato tricálcico (C3S), ou alita, é a fase principal do clínquer de PC e tem sido amplamente estudado uma vez que é o principal responsável pelo desenvolvimento da resistência da pasta de cimento. Por outro lado, o desenvolvimento de métodos de cálculo na escala molecular possibilitou a modelagem de propriedades estruturais, dinâmicas e energéticas, às vezes difícil de medir por meios experimentais. Esses métodos são relativamente novos no campo da química do cimento, mas tem sido cada vez mais empregados nos últimos 15 anos anos. Neste trabalho, a teoria de funcional da densidade (DFT), a dinâmica molecular clássica (MD) e a dinâmica molecular ab initio (AIMD) são utilizadas para permitir uma melhor compreensão das características mecânicas, térmicas e de superfície do C3S monoclinico, bem como propriedades da interface C3S/água. Esta tese consiste em cinco capítulos: O primeiro capítulo apresenta uma revisão da literatura sobre a química dos cimento e, mais particularmente, sobre o processo de hidratação e sua modelagem. Introduzimos as diferentes fases que compõem o clínquer de cimento Portland, em seguida, a estrutura e os diferentes polimorfos de C3S são descritos, em particular os polimorfos M1 e M3 que são estudados nesta tese. Em seguida, vários modelos de hidratação são discutidos, desde primeiros modelos monoparticular, até as últimas tentativas de investigação em escala atômica. O segundo capítulo apresenta uma visão geral dos princípios fundamentais relacionados à simulações atomísticas. Descreve os fundamentos dos cálculos com base na densidade eletrônica em sistemas compostos por um grande número de partículas. A teoria funcional da densidade (DFT) revolucionou o estudo desses sistemas, uma vez que considera a densidade eletrônica como única variável de cálculo, reduzindo muito o tempo computacional. A mecânica molecular clássica é então introduzida, com a noção de campos de forças empíricas que permitem descrever as forças interatômicas. Nós explicamos os métodos de cálculo baseados na minimização de energia e os de dinâmica molecular (MD), onde a equação de movimento de Newton permite simular um sistema a temperatura finita. Princípios de AIMD baseados em cálculos de forças interatômicas por DFT, são explicados, bem como alguns conceitos de mecânica estatística, importantes em MD. Finalmente, diferentes campos de forças, já utilizados para descrever a interface C3S/água e a hidratação inicial do C3S são apresentados. O terceiro capítulo apresenta os resultados dos cálculos de energia de clivagem, e das propriedades mecânicas e térmicas de C3S M1 e M3 As constantes elásticas são primeiramente calculadas a partir das matrizes de rigidez, usando-se o método de homogeneização de Voigt-Reuss-Hill. Esses cálculos são realizados por um método estático, minimizando a energia da célula unitária a cada incremento de deformação. Além disso, o cálculo do módulo volumétrico é realizado por dinâmica molecular em equilíbrio (EMD) sob diferentes pressões hidrostáticas. As curvas tensão-deformação também são obtidas por dinâmica molecular não-equilibrada, aplicando uma deformação contínua durante a dinâmica do sistema. As constantes elásticas também são deduzidas a partir desses cálculos. O calor específico é determinado a por um método direto, a partir da variação da entalpia em função da temperatura do sistema à pressão constante. Os coeficientes de expansão foram calculados de acordo com a variação do volume em função da temperatura nas mesmas condições. Um método mais preciso, baseado na densidade dos estados fonon (DOS), é empregada. O DOS é calculado a partir da transformação de Fourier da função de autocorrelação das velocidades atômicas. Em geral, as propriedades mecânicos e térmicas calculadas estão de acordo com os resultados experimentais. Finalmente, o cálculo das energias de clivagem do C3S M1 e M3 é realizada a partir de diferenças energéticas de sistemas unificado e clivado. Os íons de superfície são relaxados para suas configurações de energia mínima aplicando fortes gradientes de temperatura. As energias obtidas permitem construir as formas de equilíbrio dos cristais de M1 e M3, usando o método Wulff, com base no crescimento de cristais minimizando a energia livre. O quarto capítulo apresenta um estudo por MD sobre o comportamento da água de interface em função do grau de hidratação da superfície (040) do C3S M3, com um modelo de hidratação incluindo a faixa típica de valores de pH das soluções de cimento. A energia da interface é calculada de acordo com o grau de hidratação da superfície. A estrutura e dinâmica das moléculas de água na interface são avaliadas pela análise das trajetórias obtidas. Densidade atômicas na interface, bem como os diferentes modos de ligação das moléculas de água na superfície são realçadas. A orientação das moléculas de água e as esferas de coordenação das diferentes espécies químicas presentes na interface são analisadas. A dinâmica das moléculas de água é quantificada a partir do coeficiente de difusão em função da distância da superfície C3S. As análises também permitem quantificar o número e o tipo das ligações de hidrogênio na interface, bem como seus tempo de vida. Observa-se que, durante a hidratação, o comportamento da água na interface muda radicalmente. A rede de ligações de hidrogênio existente entre as moléculas de água em contato com o C3S anidro se destroi com a protonação dos íons óxidos e dos silicatos. O quinto capítulo apresenta um estudo por AIMD da transferência de prótons na interface C3S/água, na mesma superfície e no mesmo polimorfo que anteriormente. Três tipos de grupos hidroxilas são analisados: hidróxidos formados em íons óxidos, hidroxilas de grupos silanol e hidróxidos resultantes da dissociação de moléculas de água. Hidróxidos formados nos íons óxidos são muito estáveis. Por outro lado, no caso dos outros dois tipos do grupo hidroxila, seus números flutuam de acordo com as transferências de prótons. Essas transferências foram quantificadas em termos de frequência e de barreira energética. Também discute-se a importância do ambiente dos óxidos na superfície em sua protonação, parâmetro que não foi considerado no modelo utilizado anteriormente, levando em consideração apenas o pKa do hidróxido e do ácido silícico em solução. Além disso, as análises mostram que a orientação das moléculas de água na superfície é muito influenciada pela sua topologia. A análise da densidade de elétrons torna possível destacar regiões de abundância e de deficiência de elétrons devido à adsorção de moléculas de água, bem como durante trocas de prótons. O tamanho dessas regiões no entorno dos grupos hidroxilas é função da estabilidade do grupo. Em geral, os resultados obtidos nesta tese nos permitem entender melhor o comportamento do C3S na escala atômica e da sua hidratação precoce, produzindo-se antes mesmo de misturar com a água de amassadura.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)CAPES PDSE processo n°88881.188619/2018–01CAPES: 001Universidade Estadual Paulista (Unesp)Cordeiro, João Manuel Marques [UNESP]Bernard, FabriceUniversidade Estadual Paulista (Unesp)Claverie, Jérôme2020-01-08T14:04:51Z2020-01-08T14:04:51Z2019-12-10info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdfhttp://hdl.handle.net/11449/19130100092822133004099083P9enginfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESP2024-08-05T13:15:06Zoai:repositorio.unesp.br:11449/191301Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T13:15:06Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration Investigação da dinâmica molecular das propriedades mecânicas, térmicas e de superfície do silicato tricálcico e sua hidratação precoce |
title |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration |
spellingShingle |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration Claverie, Jérôme Tricalcium silicate Hydration Molecular dynamics Cleavage energy Silicato tricálcico Hidratação Dinâmica molecular Energia de clivagem Interface |
title_short |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration |
title_full |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration |
title_fullStr |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration |
title_full_unstemmed |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration |
title_sort |
Molecular dynamics investigation of the mechanical, thermal and surface properties of tricalcium silicate and its early hydration |
author |
Claverie, Jérôme |
author_facet |
Claverie, Jérôme |
author_role |
author |
dc.contributor.none.fl_str_mv |
Cordeiro, João Manuel Marques [UNESP] Bernard, Fabrice Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Claverie, Jérôme |
dc.subject.por.fl_str_mv |
Tricalcium silicate Hydration Molecular dynamics Cleavage energy Silicato tricálcico Hidratação Dinâmica molecular Energia de clivagem Interface |
topic |
Tricalcium silicate Hydration Molecular dynamics Cleavage energy Silicato tricálcico Hidratação Dinâmica molecular Energia de clivagem Interface |
description |
The energetical and environmental problematic related to the cement production is a very sensitive issue. As every other field, the construction industry must go through drastic change in the design of concrete and cement-based materials. The understanding of the physical and chemical properties of the Portland cement (PC) clinker is important to improve its design. Tricalcium silicate C3S, or alite, is the main phase of PC clinker and has been largely studied since it is the first responsible for the strength development of the cement paste. On the other hand, the development of computational methods at the molecular scale has made possible the modelling of structural, dynamical and energetic properties, sometimes hardly measurable by experimental means. Such methods are relatively new in the field of cement chemistry, but have been increasingly employed over the last 15 years. In this project, density functional theory (DFT), classical molecular dynamics (MD), and ab initio molecular dynamics (AIMD) are employed towards a better understanding of mechanical, thermal, and superficial properties of monoclinic C3S, as well as C3S/water interface features. The present thesis consists of five chapters. The first chapter presents a review of the literature on the chemistry of cement, and more particularly on the hydration process modeling. The various phases which compose the Portland cement clinker are introduced, then the the different polymorphs of C3S are described, in particular the M1 and M3 forms, which are studied in this thesis. Then, several models of hydration are discussed, from the first single particle models, to the last attempts of investigations at the atomic scale. The second chapter provides an overview of the fundamental principles related to atomistic simulations. It describes the fundamentals of calculations based on the electronic density in many particle systems. The Density Functional Theory (DFT) revolutionized the study of these systems since it considers the electronic density as only calculation variable, greatly reducing the calculation time. The classical molecular mechanics is then introduced, with the notion of fields of empirical forces to describe interatomic forces. Then, the calculation methods based on the minimization of energy are explained, as well as the molecular dynamics (MD), where the integration of Newton's equation of motion allows to simulate a system at finite temperature. The principles of \emph{ab initio} molecular dynamics (AIMD), based on calculations of interatomic forces by DFT, are explained. Then some concepts of statistical mechanics, important in MD, are introduced. Finally, different force fields, already used to describe the C3S/water interface and the initial hydration of \ce {C3S} are reviewed. The third chapter presents the results of calculations of cleavage energy, and of mechanical and thermal properties of C3S M1 and M3. The elastic constants are firstly calculated from the stiffness matrices, using the Voigt-Reuss-Hill homogenization method. These calculations are made by a static method, minimizing the energy of the unit cell at each deformation step. In addition, the calculation of the bulk modulus is performed by equilibrium molecular dynamics (EMD) under different hydrostatic pressure. The stress-strain curves are also obtained by non-equilibrium MD (EMD), applying a continuous deformation during the dynamics of the system. The elastic constants are also deduced from these calculations. The specific heat is determined by a direct method, from the rate of change of enthalpy as a function of the temperature of the system, constant pressure. The expansion coefficients are also calculated according to the variation of the volume with respect to the temperature under the same conditions. A more accurate method, based on the density of phonon states (DOS) is employed. DOS are calculated from the Fourier transform of the autocorrelation function of atomic velocities. In general, the calculated mechanical and thermal properties were in good agreement with the experimental measurements. Finally, the cleavage energies of C3S M1 and M3 were calculated from the difference in energy of unified and cleaved systems. The superficial ions are relaxed to their minimum energy configuration applying steep temperature gradients. The equilibrium shapes of the M1 and M3 crystals are constructed from the energies calculated, employing the Wulff construction method, which is based on the minimization of free energy during crystal growth. The fourth chapter presents a study by MD of the behavior of interfacial water as a function of the degree of hydration of the (040) surface of the \ce{M3 C3S}, with a hydration model including the typical range of pH values of cement solutions. The interface energy is calculated according to the hydration degree of the surface. The structure and dynamics of the water molecules at the interface are evaluated by analysis of the obtained trajectories. Atomic densities at the interface, as well as the different binding modes of water molecules on the surface are highlighted. The orientation of water molecules and coordination spheres of the different chemical species present at the interface are analyzed. The dynamics of water molecules is quantified from the diffusion coefficient as a function of their distance from the C3S surface. Analyses also make possible the quantification of the number and the type of hydrogen bond at the interface, as well as their life time. It is observed that, during hydration, the behavior of the water at the interface changes radically. The hydrogen bond network existing between the water molecules in contact with the anhydrous C3S decomposes upon protonation of oxide ions and silicates. The fifth chapter presents an AIMD study of proton transfers at the C3S/water interface, on the same surface and the same polymorph as previously. Three types of hydroxyl groups are analyzed: hydroxides formed on oxide ions, hydroxyls in silanol groups and hydroxides resulting from the dissociation of water molecules. Hydroxides formed on oxide ions are very stable. Conversely, the number of two other types fluctuate according to proton transfers. These transfers have been quantified in terms of frequency and energy barrier. Furthermore, the importance of the environment of the superficial oxide ions on their protonation, this parameter was not considered in the previously used model, which only account for the pKa of hydroxide and silicic acid in solution. In addition, analyses show that the orientation of water molecules on the surface greatly influenced by its topology. Electron density analysis allows to highlight regions of abundance depletion of electrons due to the adsorption of water molecules, and occurring during proton exchanges. The size of these regions around hydroxyl groups is a function of the stability of the group. Generally speaking, the results obtained in this thesis allow for a better understanding of the behavior of C3S at the atomic scale and its early hydration, occurring systematically even before mixing with water. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-12-10 2020-01-08T14:04:51Z 2020-01-08T14:04:51Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
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info:eu-repo/semantics/doctoralThesis |
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doctoralThesis |
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http://hdl.handle.net/11449/191301 |
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000928221 33004099083P9 |
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eng |
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eng |
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Universidade Estadual Paulista (Unesp) |
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Universidade Estadual Paulista (Unesp) |
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