Bifurcation and Localisation Theory in Geomechanics (eBook, PDF)

Redaktion: Dyskin, A. V.; Pasternak, E.; Muhlhaus, H. -B.

• Format: PDF

Produktbeschreibung

This work contains proceedings of a workshop on Bifurcation and Localisation Theory in Geomechanics, held in Perth, Australia in 1999

---

Dieser Download kann aus rechtlichen Gründen nur mit Rechnungsadresse in A, B, BG, CY, CZ, D, DK, EW, E, FIN, F, GR, HR, H, IRL, I, LT, L, LR, M, NL, PL, P, R, S, SLO, SK ausgeliefert werden.

Produktdetails

• Verlag: Taylor & Francis
• Seitenzahl: 380
• Erscheinungstermin: 30. Juni 2021
• Englisch
• ISBN-13: 9781000443530
• Artikelnr.: 62113504

Autorenporträt

Hans-Bernd Miihlhaus CRIRO Division of Exploration and Mining ,The University of Western Australia, Department of Civil and Resource Engineering Aready V. Dyskin & Elena Pasternak, The University of Western Australia, Department of Civil and Resource Engineering

Inhaltsangabe

Strain Localisation. Modelling and Experiments
Some remarks on stability of elastic-plastic saturated porous media
On the post-localization behavior of elasto-plastic solids with strong discontinuity
Incremental behaviour of a simple deviatoric constitutive CLoE model
Modelling of granular avalanches as material instabilities
Stress induced elastic anisotropy and strain localisation in sand
Forced and spontaneous polarization in shear zones
Pressure- and density-dependent bifurcation of soils
Application of a nonlocal model to the softening behaviour of Hostun sand
Numerical Evolution of Localized Dilated Shear Zones
Effect of transport of pore water on strain localization analysis of fluid-saturated strain gradient dependent viscoplastic geomaterial
Some remarks on shear band analysis in hypoplasticity
Shearing of an infinite narrow granular layer between two boundaries
Quantum Plasticity
Computational aspects
Gradient dependent plasticity and the finite difference method
Modelling industrial fluid flow applications using SPH
A particle-in-cell formulation for large deformation in Cosserat continua
Time- and space-adaptive computations of localization phenomena in standard and micropolar frictional porous materials
Adaptive and fixed mesh study of localization in a strain-softening soil
Numerical analysis of deformation of saturated clay based on elasto-viscoplastic
Cosserat type model
Finite deformation viscoplasticity for localization problems
Partition-of-unity for fracture of brittle materials
A finite element displacement formulation for gradient elastoplasticity
Soil plasticity
An elasto-plastic modeling for structured and overconsolidated soils
An unconventional approach of elastoplastic modeling of soils
Subloading surface model with tangential stress rate effect and its application to soils
On the value of the second order work in homogeneous tests on loose sand specimens
Strain-gradient plasticity theory in large strain
Granular and layered materials
Evolution of polar quantities in a granular Cosserat material under shearing
Dynamical uniaxial and radial flow for hypoplastic granular materials
Friction models of kink-banding in compressed layered structures
Crushing behaviour of granular materials
Micro-structural change during shearing and its contribution to the reliquefaction phenomena of saturated granular soils under cyclic loading
Stress and failure localization associated with sliding in layered materials
Patterning of cracks and interfaces
Bifurcation and damage localisation in a softening interface
Bifurcation in periodic arrays of growing cracks. 2-D analytical solutions
Accumulation and localization of interacting uni-directional microcracks
Localised fault instability triggered by water injection
Analysis of periodic shear band formation: model experiments and numerical simulation
A random lattice solid model for simulation of fault zone dynamics and fracture processes
Geodynamics
Viscoelastic formulation for modeling of plate tectonics
Particle-in-cell solutions for creeping viscous flows with internal interfaces
Multiple scales in rock alteration and ore deposit genesis