Diffuse instabilities with transition to localization in loose granular materials |
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| Authors: | Richard Wan Mauricio Pinheiro Ali Daouadji Mohamad Jrad Félix Darve |
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| Institution: | 1. Department of Civil Engineering, University of Calgary, , Calgary, Alberta, Canada;2. Laboratoire de Physique et Mécanique des Matériaux, UPV‐M, CNRS, , Metz, France;3. Laboratoire Sols Solides Structures, UJF‐INPG‐CNRS, , 38041 Grenoble, France |
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| Abstract: | This paper is concerned with diffuse and other ensuing failure modes in geomaterials when tested under homogeneous states of shearing in various loading programs and drainage conditions. Material instability is indeed the basic property that accounts for the instability of an initially homogeneous deformation field leading to diffuse failure and strain localization in geomaterials. The former is normally characterized by a runaway type of failure accompanied with a sudden and violent collapse of the material in the absence of any localization phenomena. Against this backdrop, we present a brief overview of material instability in elastoplastic solids where one finds a rich source of theoretical concepts including bifurcation, strain localization, diffuse failure and second‐order work, as well as a considerable body of experiments. Some compelling laboratory experimental studies of material instability with focus to diffuse failure are then presented and interpreted based on the second‐order work. Finally, various material instability analyses using an elastoplastic constitutive and a general finite element analysis of the above‐mentioned laboratory experimental tests are presented as a boundary value problem. It is shown that instability can be captured from otherwise uniform stress, density and hydraulic states, whereas uniform deviatoric loads are being applied on the external boundaries of a specimen. Although the numerical simulations reproduce well the laboratory experimental results, they also highlight the hierarchy of failure modes where localization phenomena emerge in the post‐bifurcation regime as a result of a degradation of homogeneity starting from a diffuse mode signalled by a zero second‐order work. Copyright © 2012 John Wiley & Sons, Ltd. |
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| Keywords: | material instability diffuse failure second‐order work collapse constitutive models finite element method geomaterials dilatancy constant shear tests |
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