Constitutive Modelling of Granular Materials

Constitutive Modelling of Granular Materials
Author: Dimitrios Kolymbas
Publisher: Springer Science & Business Media
Total Pages: 558
Release: 2012-12-06
Genre: Science
ISBN: 3642570186

In view of its extreme complexity the mathematical description of the mechanical behaviour of granular materials is an extremely difficult task. Today many different models compete with each other. However, the complexity of the models hinders their comparison, and the potential users are confused and, often, disencouraged. This book is expected to serve as a milestone in the present situation, to evaluate the present methodes, to clear up the situation, to focus and encourage for further research activities.

Behaviour of Granular Materials

Behaviour of Granular Materials
Author: Bernard Cambou
Publisher: Springer
Total Pages: 403
Release: 2014-05-04
Genre: Technology & Engineering
ISBN: 370912526X

This book presents a complete and comprehensive analysis of the behaviour of granular materials including the description of experimental results, the different ways to define the global behaviour from local phenomena at the particle scale, the various modellings which can be used for a D.E.M. analysis to solve practical problems and finally the analysis of strain localisation. The concepts developed in this book are applicable to many kinds of granular materials considered in civil, mechanical or chemical engineering.

Micromechanics and Constitutive Modeling Og Granular Materials in Stress Reversal and Cyclic Loading Locaized Deformation: Experimental Observation and Modeling

Micromechanics and Constitutive Modeling Og Granular Materials in Stress Reversal and Cyclic Loading Locaized Deformation: Experimental Observation and Modeling
Author:
Publisher:
Total Pages: 47
Release: 1995
Genre:
ISBN:

The work performed under this grant, focused on the process of initiation and growth of shear bands in frictional granules. Such localized deformations commonly occur in particulate media and are of considerable engineering and scientific importance. They occur in a variety of areas of advanced materials processing, at different scales. They are a common mode of failure in soil masses and geological formations. A technique has been developed to study the deformation of lead doped lines of granules within the sample of a granular material, using the UCSD 5 large hollow cylindrical cell, together with flash X ray photography. The special cell has been modified for this purpose, and several successful tests have been performed. The facilities are then employed to develop in depth fundamental understanding of the microstructure of a shearband zone, and the spatial variation of the accompanying deformation. With this technique, we have captured the deformation that leads to shearband formation in several preliminary experiments. We have successfully solidified the sample containing shearbands, in situ. using a polymeric resin. We have then prepared sections for complete microstructural analysis, and have performed some preliminary analysis of the results. These and related issues are discussed in this report.

Constitutive Modeling of Geomaterials

Constitutive Modeling of Geomaterials
Author: Qiang Yang
Publisher: Springer Science & Business Media
Total Pages: 779
Release: 2012-08-22
Genre: Science
ISBN: 3642328148

The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (IS-Model 2012), is to be held in Beijing, China, during October 15-16, 2012. The symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances in Geomechanics (IACMAG), the Committee of Numerical and Physical Modeling of Rock Mass, Chinese Society for Rock Mechanics and Engineering, and the Committee of Constitutive Relations and Strength Theory, China Institution of Soil Mechanics and Geotechnical Engineering, China Civil Engineering Society. This Symposium follows the first successful International Workshop on Constitutive Modeling held in Hong Kong, which was organized by Prof. JH Yin in 2007. Constitutive modeling of geomaterials has been an active research area for a long period of time. Different approaches have been used in the development of various constitutive models. A number of models have been implemented in the numerical analyses of geotechnical structures. The objective of the symposium is to provide a forum for researchers and engineers working or interested in the area of constitutive modeling to meet together and share new ideas, achievements and experiences through presentations and discussions. Emphasis is placed on recent advances of constitutive modeling and its applications in both theoretic and experimental aspects. Six famous scholars have been invited for the plenary speeches of the symposiums. Some prominent scholars have been invited to organize four specialized workshops on hot topics, including “Time-dependent stress-strain behavior of geomaterials”, “Constitutive modeling within critical state soil mechanics”, “Multiscale and multiphysics in geomaterials”, and “Damage to failure in rock structures”. A total of 49 papers are included in the above topics. In addition, 51 papers are grouped under three topics covering “Behaviour of geomaterials”, “Constitutive model”, and “Applications”. The editors expect that the book can be helpful as a reference to all those in the field of constitutive modeling of geomaterials.

Modern Approaches to Plasticity

Modern Approaches to Plasticity
Author: D. Kolymbas
Publisher: Elsevier
Total Pages: 797
Release: 2012-12-02
Genre: Technology & Engineering
ISBN: 0444599304

Constitutive modelling of granulate materials has achieved significant progress in recent times although some challenging problems still remain to be solved. Many of the 35 contributions in this volume are devoted to modelling but there are also papers investigating the phenomena to be modelled. For instance, there are reviews on several aspects of the behaviour of granulates which are mere material properties while other aspects are related to the ill-posedness of the corresponding boundary value problems. The work provides a comprehensive and up to date treatise on the theory of plasticity in granular materials, together with a great number of solution methods and applications. The volume is intended for researchers and practising engineers who wish to enhance their knowledge in this rapidly expanding field.

Mechanics of Granular Materials

Mechanics of Granular Materials
Author: James T. Jenkins
Publisher: Elsevier
Total Pages: 377
Release: 2017-05-03
Genre: Technology & Engineering
ISBN: 1483289818

Studies in Applied Mechanics, Volume 7: Mechanics of Granular Materials: New Models and Constitutive Relations provides information pertinent to the fundamental aspects of the mechanics of granular materials. This book presents the theoretical and experimental studies of quasi-static deformations of granular materials. Organized into 30 chapters, this volume begins with an overview of the results on the description of a macroscopic stress measure and measures of the fabric of granular masses that support external loads through frictional contact. This text then introduces some quantities for the macroscopic description of mechanical and graphical characteristics of granular materials. Other chapters consider particle rolling, which appears to be a major microscopic deformation mechanism when interparticle friction is large. This book discusses as well the stress-induced anisotropy of granular materials that have initially strong anisotropic fabric. The final chapter deals with the interpretation of linear instabilities of voidage disturbances in fluidized beds. This book is a valuable resource for scientists, theoreticians, and experimentalists.

Constitutive Modeling of Soils and Rocks

Constitutive Modeling of Soils and Rocks
Author: Pierre-Yves Hicher
Publisher: John Wiley & Sons
Total Pages: 340
Release: 2013-03-01
Genre: Technology & Engineering
ISBN: 1118621492

This title provides a comprehensive overview of elastoplasticity relating to soil and rocks. Following a general outline of the models of behavior and their internal structure, each chapter develops a different area of this subject relating to the author's particular expertise. The first half of the book concentrates on the elastoplasticity of soft soils and rocks, while the second half examines that of hard soils and rocks.