Analysis of Shear Banding with a Hypoplastic Constitutive Model for a Dry and Cohesionless Granular Material

2010 ◽  
pp. 335-350 ◽  
Author(s):  
Erich Bauer
Keyword(s):  
Constitutive Model ◽  
Granular Material ◽  
Shear Banding ◽  
Hypoplastic Constitutive Model

scholarly journals Research on the Constitutive Model for Granular Material

2012 ◽  
Vol 1 (2) ◽  
Author(s):  
Wei Zhen-hai ◽  
Wang Meng-shu ◽  
Zhang Ding-li
Keyword(s):  
Constitutive Model ◽  
Granular Material

scholarly journals Computational Excavation Analysis of a Single Cutting Tool using a Hypoplastic Constitutive Model

PAMM ◽  
2016 ◽  
Vol 16 (1) ◽  
pp. 369-370 ◽  
Author(s):  
Abdiel Ramon Leon ◽  
Thai Son Dang ◽  
Günther Meschke
Keyword(s):  
Constitutive Model ◽  
Cutting Tool ◽  
Hypoplastic Constitutive Model

scholarly journals Shear-banding predicted by a constitutive model with a structural parameter in cylindrical Couette flows

2017 ◽  
Vol 140 ◽  
pp. 11003
Author(s):  
Mathieu Jenny ◽  
Sébastien Kiesgen de Richter ◽  
Nicolas Louvet ◽  
Naima Gaudel ◽  
Salaheddine Skali-Lami
Keyword(s):  
Constitutive Model ◽  
Shear Banding ◽  
Structural Parameter

Amelioration of Wolffersdorff Hypoplastic Constitutive Model Considering Intergranular Strain Tensor

2014 ◽  
Vol 638-640 ◽  
pp. 355-359
Author(s):  
Bao Lin Xiong ◽  
Chun Jiao Lu
Keyword(s):  
Constitutive Model ◽  
Pore Water ◽  
Cyclic Load ◽  
Pore Water Pressure ◽  
Water Pressure ◽  
Strain Tensor ◽  
Excess Pore Water Pressure ◽  
Intergranular Strain ◽  
Hypoplastic Constitutive Model ◽  
Excess Pore

Under cyclic load, the major shortcoming–ratcheting is produced in Wolffersdorff hypoplastic constitutive model. For eliminating ratcheting, Wolffersdorff hypoplastic model is ameliorated based on intergranular strain tensor. The added parameters in ameliorated model are determined by optimization method. Under cyclic load of triaxial consolidation undrained condition, the mechanics features of sand are described by the ameliorated Wolffersdorff hypoplastic constitutive model. Preliminary result shows that with increasing times of cyclic load excess pore water pressure is increased gradually and effective stress is reduced gradually. When effective is reduced to zero, the liquefaction happens. So in many projects, excess pore water pressure must dissipate by means of some measures. The sand liquefaction under the dynamic load is avoided.

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