2004
DOI: 10.1016/j.jterra.2004.02.002
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Algorithm and implementation of soil–tire contact analysis code based on dynamic FE–DE method

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Cited by 116 publications
(49 citation statements)
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“…14 Traction performance against the total number of grooves. effective in increasing tire sinkage at the upper soil layer than in the previous reports (16), (17) .…”
Section: Journal Of Mechanical Systems For Transportation and Logisticscontrasting
confidence: 47%
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“…14 Traction performance against the total number of grooves. effective in increasing tire sinkage at the upper soil layer than in the previous reports (16), (17) .…”
Section: Journal Of Mechanical Systems For Transportation and Logisticscontrasting
confidence: 47%
“…The treatment of localized shear, which is caused by the action of tire lugs, for example, is realized by DEM, but cannot be directly expressed by conventional FEM. An algorithm for the implementation of dynamic FE-DEM for soil-tire system interactions, with examples of the simple vertical sinkage and horizontal travel of a tire was previously proposed by the authors (16), (17) .…”
Section: Journal Of Mechanical Systems For Transportation and Logisticsmentioning
confidence: 99%
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“…For this reason, modelling began to be applied in terms of the characteristics of the substrate. The bases of this new line of investigation were studies of interactions between soil and an overlying object (Nakashima and Wong 1993;Abo-Elnor et al 2004;Fervers 2004;Nakashima and Oida 2004;Mulungye et al 2007). …”
Section: Introductionmentioning
confidence: 99%
“…Particle based modeling such as DEM (discrete element modeling) and GD (granular dynamics) [40][41][42][43] is a very powerful technique for granular materials, because it simulates mechanical interactions between granular micro scale particles and their collective interactions with tools and machines in a macro scale. It is challenging to develop a reliable method for determining the mechanical parameters of each particle so that the model can represent macro level behavior such as different soil failure patterns (e.g., share plane failure, brittle failure, flow failure, bending failure, and tensile failure 44 ).…”
Section: -7mentioning
confidence: 99%