1988
DOI: 10.1016/0022-4898(88)90061-4
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A model for predicting soil-tool interaction

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Cited by 88 publications
(35 citation statements)
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“…4) show that this parameter is less dependent on geometric and dynamic properties of the blade, but greatly affected by consolidation of the soil. Swick & Perumpral (1988) stated that the relation between the draft force and the forward speed is affected by the inertia of the accelerated soil mass and the rate of shear by the tillage tool which are both dependent on the soil type and condition. In general, the acceleration of soil mass increases by increasing the forward speed and the result is an increase in draft force.…”
Section: Discussion Draft Force-working Depth Relationshipmentioning
confidence: 99%
“…4) show that this parameter is less dependent on geometric and dynamic properties of the blade, but greatly affected by consolidation of the soil. Swick & Perumpral (1988) stated that the relation between the draft force and the forward speed is affected by the inertia of the accelerated soil mass and the rate of shear by the tillage tool which are both dependent on the soil type and condition. In general, the acceleration of soil mass increases by increasing the forward speed and the result is an increase in draft force.…”
Section: Discussion Draft Force-working Depth Relationshipmentioning
confidence: 99%
“…The calculation of the draft force is based on the earth moving equation [15] with necessary modifications as shown in the Fig. 4.…”
Section: Draft Force Calculationmentioning
confidence: 99%
“…Though the application of existing numerical techniques like FEM and ANN have been found to predict the soil-tool system in a better approximation to the exact solution, soils have been considered for static analysis and the mass soil deformations have been ignored. Recently, a few studies [32][33][34] based on numerical methods have been conducted using FEM with the dynamic perspective of tillage. However, in this case, prior knowledge of shear strain at failure for determining the position of a shear failure boundary is required.…”
Section: Dynamic Modelingmentioning
confidence: 99%