Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity: Springer Series in Geomechanics and Geoengineering
Autor J. Tejchmanen Limba Engleză Hardback – 26 sep 2008
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Specificații
ISBN-13: 9783540705543
ISBN-10: 3540705546
Pagini: 335
Ilustrații: VII, 317 p.
Dimensiuni: 155 x 235 x 25 mm
Greutate: 0.59 kg
Ediția:2008
Editura: Springer Berlin, Heidelberg
Colecția Springer
Seria Springer Series in Geomechanics and Geoengineering
Locul publicării:Berlin, Heidelberg, Germany
ISBN-10: 3540705546
Pagini: 335
Ilustrații: VII, 317 p.
Dimensiuni: 155 x 235 x 25 mm
Greutate: 0.59 kg
Ediția:2008
Editura: Springer Berlin, Heidelberg
Colecția Springer
Seria Springer Series in Geomechanics and Geoengineering
Locul publicării:Berlin, Heidelberg, Germany
Public țintă
ResearchCuprins
Literature Overview on Experiments.- Theoretical Model.- Finite Element Calculations: Preliminary Results.- Finite Element Calculations: Advanced Results.- Epilogue.
Textul de pe ultima copertă
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.
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.
Caracteristici
Well structured and condensed outcome of a graduate students course held by the author for several years Presents recent results of numerical modelling of behaviour of granular bodies by taking into account shear localization within continuum mechanics