Simulations of multi-states properties of granular materials based on non-linear granular elasticity and the MiDi rheological relation

2016 ◽  
Vol 301 ◽  
pp. 1092-1102 ◽  
Author(s):  
Minglong Fei ◽  
Qicheng Sun ◽  
Xiaorong Xu ◽  
Feng Jin ◽  
Gordon G.D. Zhou
2019 ◽  
Vol 115 ◽  
pp. 103167 ◽  
Author(s):  
G.T. Houlsby ◽  
A. Amorosi ◽  
F. Rollo

1967 ◽  
Vol 28 (4) ◽  
pp. 657-673 ◽  
Author(s):  
J. D. Goddard ◽  
Chester Miller

An analysis is presented of the deformation of a solid-like, viscoelastic sphere suspended in the infinite Stokesian flow field of a Newtonian fluid undergoing an arbitrary time-dependent homogeneous deformation far from the particle. The results of the analysis are then used to deduce the macroscopic rheological behaviour of a dilute monodisperse suspension of slightly deformable spheres.Even though inertial effects and second-order terms in the particle deformation are neglected, it is found that non-linear rheological effects can arise, because of the interaction between the deformed particle and the flow. As a consequence, the rheological relation obtained here differs from those presented earlier by Fröhlich & Sack (1946) and by Oldroyd (1955) through the appearance of certain terms which are non-linear in the deformation rate.When the suspended particles are purely elastic in their behaviour the rheological equation presented here reduces for certain flows to a special case of Oldroyd's (1958) phenomenological model, with material constants which can be directly related to suspension properties.


2013 ◽  
Vol 52 ◽  
pp. 62-68 ◽  
Author(s):  
Wei-Tao Wu ◽  
Nadine Aubry ◽  
Mehrdad Massoudi

2013 ◽  
Vol 723 ◽  
pp. 12-21 ◽  
Author(s):  
Behzad Ghadimi ◽  
Hamid Nikraz ◽  
Colin Leek ◽  
Ainalem Nega

Modelling granular pavement materials has a significant role in the pavement design procedure. Modelling can be through an experimental or numerical approach to predict the granular behaviour during cyclic loading. The current design process in Australia is based on linear elastic analysis of layers. The analysis is performed through a well-known program CIRCLY which is applied to model bound pavement material behaviour. The KENLAYER is one of the common pavement software models used for pavement design in the United States which performs non-linear analysis for granular materials. Alternatively, a general Finite Element program such as ABAQUS can be used to model the complicated behaviour of multilayer granular materials. This study is to compare results of numerical modelling with these three programs on two sample pavement models.


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