By Gilles Pijaudier-Cabot, Frederic Dufour
The e-book, ready in honor of the retirement of Professor J. Mazars, presents a large evaluate of continuum harm modeling utilized to cementitious materials.
It begins from micro-nanoscale analyses, then follows directly to continuum methods and computational matters. the ultimate a part of the publication offers industry-based case studies.
The contents emphasize multiscale and matched techniques towards the serviceability and the protection of concrete structures.Content:
Chapter 1 Bottom?Up: From Atoms to Concrete buildings (pages 1–18): Franz?Josef Ulm and Roland J?M Pellenq
Chapter 2 Poromechanics of Saturated Isotropic Nanoporous fabrics (pages 19–50): Romain Vermorel, Gilles Pijaudier?Cabot, Christelle Miqueu and Bruno Mendiboure
Chapter three Stress?based Non?local harm version (pages 51–88): Cedric Giry and Frederic Dufour
Chapter four Discretization of upper Order Gradient harm types utilizing Isogeometric Finite components (pages 89–120): Clemens V Verhoosel, Michael A Scott, Michael J Borden, Thomas J.R Hughes and Rene de Borst
Chapter 6 Macro and Mesoscale versions to foretell Concrete Failure and measurement results (pages 121–160): David Gregoire, Peter Grassl, Laura B Rojas?Solano and Gilles Pijaudier?Cabot
Chapter 6 Statistical features of Quasi?Brittle dimension influence and lifelong, with effects for defense and sturdiness of huge constructions (pages 161–182): Zdenek P Bazant, Jia?Liang Le and Qiang Yu
Chapter 7 Tertiary Creep: A Coupling among Creep and harm – software to the Case of Radioactive Waste Disposal (pages 183–202): J.M Torrenti, T de Larrard and F Benboudjema
Chapter eight research of Damages and hazards regarding complicated business amenities (pages 203–220): Bruno Gerard, Bruno Capra, Gael Thillard and Christophe Baillis
Chapter nine Measuring Earthquake Damages to a excessive energy Concrete constitution (pages 221–250): Patrick Paultre, Benedikt Weber, Sebastien Mousseau and Jean Proulx
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Extra info for Damage Mechanics of Cementitious Materials and Structures
38, pp. 16102– 16107, 2009. , “Average elastic-constants and tensor invariants”, Physica Status Solidi (a), vol. 99, no. 2, pp. 423–436, 1987. , “Modelling elasticity of a hydrating cement paste”, Cement and Concrete Research, vol. 37, pp. 1427–1439, 2007. , “First-principles study of elastic constants and interlayer interactions of complex hydrated oxides: case study of tobermorite and jennite”, Journal of American Ceramic Society, vol. 92, no. 10, pp. 2323–2330, 2009. , “Statistical indentation techniques for hydrated nanocomposites: concrete, bone, and shale”, Journal of American Ceramic Society, vol.
Interaction between molecules of ﬂuid is modiﬁed; it cannot develop in the same way as it would if the ﬂuid were placed in a large container. This effect, denoted as molecular packing, includes ﬂuid–ﬂuid and ﬂuid–solid interactions. From the macroscopic mechanical point of view, these phenomena result into volumetric deformations of the porous solid. g. the paper by Levine [LEV 96] although seminal experimental works of Meehan [MEE 27] or Bangham and Fakhroury [BAN 28] date back to the 1920s. In the more complex context of unsaturated cement pastes, the variation of disjoining pressure due to the variation of relative humidity is one of the most probable mechanism’s for desiccation-induced shrinkage [BEL 05].
Introduction Poromechanics offers a consistent theoretical framework for describing the mechanical response of fully saturated or partially saturated porous solids. The theory is based on the superposition of the solid and liquid phases. In the case of fully saturated porous solids, it is assumed that the ﬂuid–solid interaction is restricted to the inﬂuence of the pressure on the inner surface of the porous material. e. capillary forces are introduced. g. in [COU 04], [COU 10]. g. solids with pores down to the nanometer size (≤ 2 nm).
Damage Mechanics of Cementitious Materials and Structures by Gilles Pijaudier-Cabot, Frederic Dufour