Abstract: The main objective of this dissertation is to numerically simulate concrete using multiscale modeling technique. Namely, we first study the mechanical properties of individual concrete constituent materials (cement clinkers, hydrated cement products, sand, and aggregate mineral crystals), and then propose a micromechanics hydrated cement paste (HCP) model to predict properties of calcium-silicate-hydrate (C-S-H), cement paste, and concrete from nano to macro (continuum) scales. At nano and molecular scale, fundamental mechanical properties of constitutive mineral crystals of cement, hydrated cement paste, sand and aggregate are calculated by molecular dynamics (MD) simulation. The results of nano level are used as the input of at next level: sub micro scale. We study the mechanical properties of low density (LD) and high density (HD) C-S-H by the use of microporomechanics and micromechanics theories at this scale. At micro scale, effective properties of cement paste and mortar are predicted with the help of micromechanics of composite theory and our proposed microstructural model of HCP. Void effect is introduced by empirical porosity-elastic property relation. A novel nondestructive testing technique resonant ultrasonic spectroscopy (RUS) is applied successfully to measure the elastic constants of hydrated cement paste with water:cement ratio of 0.4. Our HCP simulation results match the RUS testing values quite well. Finally at macro (continuum) scale, we employ both lattice model and micromechanics generalized method of cells (GMC) to compute the effective properties of concrete. The two methods produce very similar effective elastic moduli which agree with the destructive experimental testing results. Effect of interfacial transition zone (ITZ) is included in the lattice model simulation. And stiffness of aggregate on the properties of concrete are assessed by both simulation methods. This research attempts to lay a solid foundation for multiscale modeling of cement based materials by the computation of mechanical properties of concrete individual constituent materials, and propose a method to predict the effective properties of concrete at different levels. In the end, we summarize methodologies which could be applied to the multiscale modeling of "future generation concrete and cement based composites."

Increases in computer power have now enabled engineers to combine materials science with structural mechanics in the design and the assessment of concrete structures. The techniques developed have become especially useful for the performance assessment of such structures under coupled mechanistic and environmental actions. This allows effective management of infrastructure over a much longer life cycle, thus satisfying the requirements for durability and sustainability. This ground-breaking new book draws on the fields of materials and structural mechanics in an integrated way to address the questions of management and maintenance. It proposes a realistic way of simulating both constituent materials and structural responses under external loading and under ambient conditions. Where the research literature discusses component or element technology related to performance assessment, this book uniquely covers the subject at the level of the whole system including soil foundation, showing engineers how to model changes in concrete structures over time and how to use this for decision making in infrastructure maintenance and asset management.

The micro- and nano-modification of infrastructure materials and the associated multi-scale characterization and simulation has the potential to open up whole new uses and classes of materials, with wide-ranging implications for society. The use of multi-scale characterization and simulation brings the ability to target changes at the very small scale that predictably effect the bulk behavior of the material and thus allowing for the optimization of material behavior and performance. The International RILEM Symposium on Multi-Scale Modeling and Characterization of Infrastructure Materials (Stockholm, June 10-12, 2013) brought together key researchers from around the world to present their findings and ongoing research in this field in a focused environment with extended discussion times. From asphalt to concrete, from chemistry to mechanics, from nano- to macro-scale: the collection of topics covered by the Symposium represents the width and depth of the currently ongoing efforts of developing more sustainable infrastructure materials. Researchers, practitioners, undergraduates and graduate students engaged in infrastructure materials or multi-scale characterization and modeling efforts can use this book as a comprehensive reference, to learn about the currently ongoing research efforts in this field or as an inspiration for new research ideas to enhance the long-term performance of infrastructure materials from a fundamental perspective. The Symposium was held under the auspices of the RILEM Technical Committee on Nanotechnology-Based Bituminous Materials 231-NBM and the Transport Research Board (TRB) Technical Committee on Characteristics of Asphalt Materials AFK20.

This book reviews the fundamental causes and spectrum effects of ASR. It considers he advances that have been made in our understanding of this problem throughout the world.

Mechanical behaviors of materials are highly influenced by their architectures and/or microstructures. Hence, progress in material science involves understanding and modeling the link between the microstructure and the material behavior at different scales. This book gathers contributions from eminent researchers in the field of computational and experimental material modeling. It presents advanced experimental techniques to acquire the microstructure features together with dedicated numerical and analytical tools to take into account the randomness of the micro-structure.

The EURO-C conference series (Split 1984, Zell am See 1990, Innsbruck 1994, Badgastein 1998, St. Johann im Pongau 2003, Mayrhofen 2006, Schladming 2010, St. Anton am Arlberg 2014, and Bad Hofgastein 2018) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and concrete structures. Computational Modelling of Concrete Structures reviews and discusses research advancements and the applicability and robustness of methods and models for reliable analysis of complex concrete, reinforced concrete and pre-stressed concrete structures in engineering practice. The contributions cover both computational mechanics and computational modelling aspects of the analysis and design of concrete and concrete structures: Multi-scale cement and concrete research: experiments and modelling Aging concrete: from very early ages to decades-long durability Advances in material modelling of plain concrete Analysis of reinforced concrete structures Steel-concrete interaction, fibre-reinforced concrete, and masonry Dynamic behaviour: from seismic retrofit to impact simulation Computational Modelling of Concrete Structures is of special interest to academics and researchers in computational concrete mechanics, as well as industry experts in complex nonlinear simulations of concrete structures.

This book presents the state-of-the-art in multiscale modeling and simulation techniques for composite materials and structures. It focuses on the structural and functional properties of engineering composites and the sustainable high performance of components and structures. The multiscale techniques can be also applied to nanocomposites which are important application areas in nanotechnology. There are few books available on this topic.