Discrete element representation of manure products

To simulate the machine-product interactions taking place in land application equipment, models of manure products must first be developed and validated. Several parameters must be defined to appropriately represent organic fertilizers in the discrete element method (DEM) framework. The work reported herein was aimed at determining the properties of the virtual product that would allow mimicking the behaviour of manure in the DEM software PFC^3^D. A procedure was developed to generate an assembly of particles within the domain under investigation according to a user-defined particle size distribution, as would be measured by screening. The results generated by this procedure in terms of granulometry of the assembly of particles were very close to the user specifications with errors on the number of particles and on their size averaging 0.53% and 0.33%, respectively. A procedure was also developed to create clusters of particles randomly oriented and located within the modeled domain. The cluster-generation code was tested for clusters made of up to six particles, but could be expanded to include more particles. A calibration procedure based on a virtual direct shear test was developed to define the properties of the resulting virtual manure. A sensitivity analysis was performed to study the influence of parameters defining the linear and Hertz-Mindlin contact constitutive models. The simulations were based on experimental results obtained for pig manure at a total solids (TS) concentration of 48%. The results showed that numerous parameters have an influence on the behaviour of the virtual product in the direct shear test. Implementing the measured particle size distribution for pig manure at 48% TS, a friction coefficient of 0.8 and a Young's modulus value of 0.3MPa allowed reaching an angle of internal friction of 27.4^o and an apparent cohesion value of 25.1kPa that favourably compared to the 24.5^o and 16.5kPa values measured experimentally.

[1]  Jean-Pierre Bardet,et al.  Experimental Soil Mechanics , 1997 .

[2]  H. B. Manbeck,et al.  Constitutive models for cohesive particulate materials , 1992 .

[3]  William Powrie,et al.  Effect of Particle Properties on Soil Behavior: 3-D Numerical Modeling of Shearbox Tests , 2000 .

[4]  岡 二三生,et al.  Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplasticity , 1982 .

[5]  S. Masson,et al.  Effect of particle mechanical properties on silo flow and stresses from distinct element simulations , 2000 .

[6]  R. D. Mindlin Elastic Spheres in Contact Under Varying Oblique Forces , 1953 .

[7]  S. M. Henderson,et al.  Agricultural Process Engineering , 1955 .

[8]  Jaroslav Feda,et al.  MECHANICS OF PARTICULATE MATERIALS; THE PRINCIPLES , 1982 .

[9]  H. B. Manbeck,et al.  Determination of Elastoplastic Constitutive Parameters for Wheat En Masse , 1986 .

[10]  Yasuhiro Maeda,et al.  Squeeze molding simulation using the distinct element method considering green sand properties , 2003 .

[11]  Jukka Tuhkuri,et al.  Compression of floating ice fields , 1999 .

[12]  Brahmeshwar Mishra,et al.  On the determination of contact parameters for realistic DEM simulations of ball mills , 2001 .

[13]  J. L. Glancey,et al.  Physical properties of solid waste materials , 1996 .

[14]  V. M. Puri,et al.  Elastic-viscoplastic cyclic constitutive model parameter determination and evaluation for wheat en masse. , 1990 .

[15]  J. N. Fawcett,et al.  The oblique impact of elastic spheres , 1976 .

[16]  N Oreskes,et al.  Verification, Validation, and Confirmation of Numerical Models in the Earth Sciences , 1994, Science.

[17]  H. Landry,et al.  PHYSICAL AND RHEOLOGICAL PROPERTIES OF MANURE PRODUCTS , 2004 .

[18]  Akira Oida,et al.  Simulation of soil deformation and resistance at bar penetration by the Distinct Element Method , 2000 .

[19]  Fusao Oka,et al.  CONSTITUTIVE EQUATIONS FOR NORMALLY CONSOLIDATED CLAY BASED ON ELASTO-VISCOPLASTICITY , 1982 .

[20]  N. Mohsenin Physical properties of plant and animal materials , 1970 .

[21]  F. Maio,et al.  Comparison of contact-force models for the simulation of collisions in DEM-based granular flow codes , 2004 .