Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity - Info and Reading Options
By J. Tejchman
"Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity" was published by Springer London, Limited in 2008 - Berlin ; London, it has 316 pages and the language of the book is English.
“Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity” Metadata:
- Title: ➤ Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity
- Author: J. Tejchman
- Language: English
- Number of Pages: 316
- Publisher: Springer London, Limited
- Publish Date: 2008
- Publish Location: Berlin ; London
“Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity” Subjects and Themes:
- Subjects: ➤ Granular materials - Finite element method - Plastic properties Mathematical models - Cosserat-Kontinuum - Elastoplastische Deformation - Finite-Elemente-Methode - Granulärer Stoff - Mikropolares Medium - Scherung
Edition Specifications:
- Pagination: vii, 317
Edition Identifiers:
- The Open Library ID: OL37097105M - OL20719699W
- ISBN-13: 9783540705550 - 9783540705543
- All ISBNs: 9783540705550 - 9783540705543
AI-generated Review of “Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity”:
"Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity" Description:
Open Data:
"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 characterist 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 lo 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, including wall boundary conditions, non-coaxiality and stress-dilatancy rule, and textural anisotropy. Moreover, deterministic and statistical size effects are investigated."--
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