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Numerical modeling of soil flow and pressure distribution on a simple tillage tool using computational fluid dynamics

dc.contributor.advisorKushwaha, Radhey Lalen_US
dc.contributor.committeeMemberMeda, Venkateshen_US
dc.contributor.committeeMemberLaguë, Claudeen_US
dc.contributor.committeeMemberFotouhi, Rezaen_US
dc.contributor.committeeMemberBaik, Oon-Dooen_US
dc.contributor.committeeMemberWatts, K. Chrisen_US
dc.creatorKarmakar, Subrataen_US
dc.date.accessioned2005-10-28T08:11:53Zen_US
dc.date.accessioned2013-01-04T05:07:05Z
dc.date.available-0001-11-30T08:00:00Zen_US
dc.date.available2013-01-04T05:07:05Z
dc.date.created2005-10en_US
dc.date.issued2005-10-03en_US
dc.date.submittedOctober 2005en_US
dc.description.abstractSoils, in general, undergo both elastic and plastic deformations upon loading. Strain dependant anisotropic elasto-plastic models are required for realistic modeling for soil-tool mechanics that will address issues like stress history and soil anisotropy. Although several such models have been proposed, the science of coupled poro-mechanical analysis of an unsaturated soil has not been fully addressed.Tillage tool modeling is primarily concerned with the analysis of soil deformation patterns and development of force prediction models for design optimization. Most of the models are based on quasi-static soil failure patterns that cause difficulty in accurately predicting soil-tool behaviour and soil forces for high speed operation. In recent years efforts have been made to improve the conventional analytical and experimental models by numerical approaches. Numerical simulations of soil-tool interactions using finite element modeling (FEM) and discrete element method (DEM) were mostly based on a solid mechanics approach. Due to limitations of constitutive relations, predictions of these numerical models have not been able to address tillage dynamics with high shear rates. The contribution of this research was to study the dynamics of soil-tool interaction using computational fluid dynamics (CFD) from the perspective of soil visco-plastic behavior.A motorised soil rheometer was developed for evaluating soil visco-plastic parameters for CFD simulations. The apparatus was used to determine soil yield stress and viscosity at different soil moisture and compaction levels.Three-dimensional CFD analyses were carried out using a commercial software CFX 4.4 to observe soil failure patterns around a tool and the pressure distribution on and around the tool. Duct flow as well as free-surface flow simulations of visco-plastic soil as a non-Newtonian Bingham material indicated soil deformation comprising of ‘plastic flow’ and ‘plug flow’ patterns. The soil failure front advancement demonstrated a critical speed range of 4 to 6.5 m s-1 where advancement of the failure front did not increase with speed. Soil pressure on the tool surface increased with the tool operating speed. Pressure distribution on the tool surface and draft requirement agreed well with the published literature based on experimental results and FEM analysis. The CFD approach, in its first attempt to tillage process, demonstrated its greater potential for dynamic modeling of soil-tool interaction.en_US
dc.identifier.urihttp://hdl.handle.net/10388/etd-10282005-081153en_US
dc.language.isoen_USen_US
dc.subjectBingham modelen_US
dc.subjectVisco-plasticen_US
dc.subjectSoil-tool interactionen_US
dc.subjectTillageen_US
dc.subjectSoil Rheometeren_US
dc.subjectSoil yield stressen_US
dc.subjectSoil failure fronten_US
dc.subjectSoil viscosityen_US
dc.subjectCritical speed.en_US
dc.subjectComputational fluid dynamicsen_US
dc.titleNumerical modeling of soil flow and pressure distribution on a simple tillage tool using computational fluid dynamicsen_US
dc.type.genreThesisen_US
dc.type.materialtexten_US
thesis.degree.departmentAgricultural and Bioresource Engineeringen_US
thesis.degree.disciplineAgricultural and Bioresource Engineeringen_US
thesis.degree.grantorUniversity of Saskatchewanen_US
thesis.degree.levelDoctoralen_US
thesis.degree.nameDoctor of Philosophy (Ph.D.)en_US

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