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Titlebook: Constitutive Modelling in Geomechanics; Introduction Alexander M. Puzrin Book 2012 Springer-Verlag Berlin Heidelberg 2012 Constitutive Mode

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书目名称Constitutive Modelling in Geomechanics
副标题Introduction
编辑Alexander M. Puzrin
视频video
概述Clear and concise presentation.Different aspects of complex soil behaviour are modelled using conventional constitutive models, which can be readily found within the available numerical codes.Thermome
图书封面Titlebook: Constitutive Modelling in Geomechanics; Introduction Alexander M. Puzrin Book 2012 Springer-Verlag Berlin Heidelberg 2012 Constitutive Mode
描述.The purpose of this book is to bridge the gap between the traditional Geomechanics and Numerical Geotechnical Modelling with applications in science and practice. Geomechanics is rarely taught within the rigorous context of Continuum Mechanics and Thermodynamics, while when it comes to Numerical Modelling, commercially available finite elements or finite differences software utilize constitutive relationships within the rigorous framework. As a result, young scientists and engineers have to learn the challenging subject of constitutive modelling from a program manual and often end up with using unrealistic models which violate the Laws of Thermodynamics.  .The book is introductory, by no means does it claim any completeness and state of the art in such a dynamically developing field as numerical and constitutive modelling of soils. The author gives basic understanding of conventional continuum mechanics approaches to constitutive modelling, which can serve as a foundation for exploring more advanced theories. A considerable effort has been invested here into the clarity and brevity of the presentation. A special feature of this book is in exploring thermomechanical consistency of
出版日期Book 2012
关键词Constitutive Modelling; Geomechanics; Geotechnical Engineering; Numerical Modelling; Thermodynamics
版次1
doihttps://doi.org/10.1007/978-3-642-27395-7
isbn_softcover978-3-642-42892-0
isbn_ebook978-3-642-27395-7
copyrightSpringer-Verlag Berlin Heidelberg 2012
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Understanding Differential Equations,External forces acting on a non-rigid body cause changes in its shape and volume. These geometric changes are described using the strain tensor.
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Probability Distributions in Physics,Formulation of any boundary value problem in continuum mechanics is based on the following four components:
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Tzu-Yang Wang,Zhaoxin Zuo,Takaya YuizonoAt this stage we know how to model isotropic and cross-anisotropic linear elastic behaviour. In these models the soil stiffness parameters are constants. In reality, however, the soil stiffness depends on the confining stress.
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StrainsExternal forces acting on a non-rigid body cause changes in its shape and volume. These geometric changes are described using the strain tensor.
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Equations of Continuum MechanicsFormulation of any boundary value problem in continuum mechanics is based on the following four components:
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