scholarly journals Capturing transient granular rheology with extended fabric tensor relations

2019 ◽  
Vol 21 (4) ◽  
Author(s):  
Eduardo Rojas Parra ◽  
Ken Kamrin
2019 ◽  
Vol 15 (5) ◽  
pp. 1125-1151 ◽  
Author(s):  
Nian Hu ◽  
Hai-Sui Yu ◽  
Dun-Shun Yang ◽  
Pei-Zhi Zhuang

1990 ◽  
Vol 57 (3) ◽  
pp. 789-791 ◽  
Author(s):  
A. Jagota ◽  
C. Y. Hui

The anisotropic effective thermal conductivity of a random packing of spheres is derived. The conductivity is closely related to the fabric tensor of the theory of granular materials. The derivation involves a mean temperature field assumption which is shown to render the model an upper bound. Closed-form expressions for the conductivity are obtained in the isotropic and axisymmetric cases.


1986 ◽  
Vol 108 (1) ◽  
pp. 83-88 ◽  
Author(s):  
S. C. Cowin

An elastic constitutive relation for cancellous bone tissue is developed. This relationship involves the stress tensor T, the strain tensor E and the fabric tensor H for cancellous bone. The fabric tensor is a symmetric second rank tensor that is a quantitative stereological measure of the microstructural arrangement of trabeculae and pores in the cancellous bone tissue. The constitutive relation obtained is part of an algebraic formulation of Wolff’s law of trabecular architecture in remodeling equilibrium. In particular, with the general constitutive relationship between T, H and E, the statement of Wolff’s law at remodeling equilibrium is simply the requirement of the commutativity of the matrix multiplication of the stress tensor and the fabric tensor at remodeling equilibrium, T* H* = H* T*. The asterisk on the stress and fabric tensor indicates their values in remodeling equilibrium. It is shown that the constitutive relation also requires that E* H* = H* E*. Thus, the principal axes of the stress, strain and fabric tensors all coincide at remodeling equilibrium.


1989 ◽  
Vol 24 (5) ◽  
pp. 1700-1706 ◽  
Author(s):  
Aydin T�zeren ◽  
Richard Skalak
Keyword(s):  

2015 ◽  
Vol 17 (4) ◽  
pp. 043028 ◽  
Author(s):  
Abhinendra Singh ◽  
Vanessa Magnanimo ◽  
Kuniyasu Saitoh ◽  
Stefan Luding

2009 ◽  
Vol 36 (5) ◽  
pp. 736-742 ◽  
Author(s):  
O. Millet ◽  
Shuitao Gu ◽  
D. Kondo
Keyword(s):  

2016 ◽  
Vol 01 (03n04) ◽  
pp. 1640005 ◽  
Author(s):  
Jiangtao Wei ◽  
Gang Wang

Cyclic liquefaction of sands is influenced by many factors including the initial fabric. Yet, it is difficult to quantify the soil fabric using laboratory technology. In this study, discrete element method (DEM) is used to numerically simulate the process of liquefaction under undrained cyclic loading. Samples with the same void ratio and varying degrees of fabric anisotropy are prepared by the pre-shearing method. Fabric evolution before and after cyclic liquefaction is quantified by the coordination number, angular distribution and the principal direction of inter-particle contacts. The DEM study demonstrated that the coordination number decreases and the fabric anisotropy increases gradually when the sand is cyclically sheared to approach the initial liquefaction. In this process, the principal direction of the anisotropic fabric tensor is not coaxial with the stress tensor. After initial liquefaction, all samples with different initial fabric evolve towards a same fabric, which is strongly anisotropic. The principal direction of the fabric aligns with the principal direction of the stress in the post-liquefaction stage.


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