Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity 2008th Edition
Author(s): J. Tejchman (Author)
Publisher: Springer
Publication Date: 26 Sept. 2008
Edition: 2008th
Language: English
Print length: 324 pages
ISBN-10: 3540705546
ISBN-13: 9783540705543
Book Description
This book includes a numerical investigation of shear localization in granular materials within micro-polar hypoplasticity, which was carried out during my long research stay at the Institute of Soil and Rock Mechanics at Karlsruhe University from 1985 to 1996. I dedicate my book to Prof. Gerd Gudehus from Germany, the former head of the Institute of Rock and Soil Mechanics at Karlsruhe University and the supervisor of my scientific research during my stay in Karlsruhe, who encouraged me to deal with shear localization in granular bodies within micro-polar hypoplasticity. I greatly – preciate his profound knowledge, kind help constructive discussions, and collegial attitude to his co-workers. I am thankful to the both series editors: Prof. Wei Wu from Universität für Bodenkultur in Austria and Prof. Ronaldo Borja from Stanford University in USA for their helpful suggestions with respect to the contents and structure of the book. I am also grateful to Dr. Thomas Ditzinger and Mrs. Heather King from the Springer Publishing Company and SPS data processing team for their help in editing this book. Gdansk, Jacek Tejchman June 2008 Contents 1 Introduction………………………………………………………………. 1 2 Literature Overview on Experiments……………………………………. 11 3 Theoretical Model………………………………………………………… 47 3.1 Hypoplastic Constitutive Model……………………………………… 47 3.2 Calibration of Hypoplastic Material Parameters……………………… 60 3.3 Micro-polar Continuum……………………………………………….. 67 3.4 Micro-polar Hypoplastic Constitutive Model………………………… 72 3.5 Finite ElementImplementation……….……………………………….. 75 4 Finite Element Calculations: Preliminary Results……………………….
Editorial Reviews
From the Back Cover
This book presents numerical simulations of shear localization in granular materials using a hypoplastic constitutive model enhanced by a characteristic length of the micro-structure in the form of a mean grain diameter. Due to the presence of the characteristic length, the boundary value problems are well-posed, the numerical results are mesh-independent (load-displacement diagrams, spacing and thickness of shear zones), and a deterministic size effect related to the ratio between a mean grain diameter and specimen size is captured.
A comprehensive exposition of the hypoplastic constitutive equation and its extension within the framework of the micro-polar continuum are provided. Problems simulated include: plane strain compression, monotonic and cyclic shearing of an infinite long layer, direct and simple shearing, direct shearing along structure wall, sandpile, strip foundation and earth pressure. Some challenging problems are discussed, e.g. wall boundary conditions, non-coaxiality and stress-dilatancy rule, and textural anisotropy. Moreover, deterministic and statistical size effects are investigated.
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