2016
DOI: 10.1007/978-981-10-1926-5_34
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A New Finite Discrete Element Approach for Heat Transfer in Complex Shaped Multi Bodied Contact Problems

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Cited by 4 publications
(2 citation statements)
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“…This method can be used in two and three dimensions and for dynamic (flow) problems but is limited to spherical particles as the internal one-dimensional approximation of the temperature field is only valid for spherical particles. Recently, [53]have used finite discrete element method (FDEM) to study intra-particle heat transfer in granular assemblies allowing for complex temperature fields to be resolved within complex shaped multi-bodied contact problems. While this does extend FEM beyond static problems, the size of the systems that can be analyzed are still limited to a few thousand with fairly long run times.…”
Section: Numerical Modelingmentioning
confidence: 99%
“…This method can be used in two and three dimensions and for dynamic (flow) problems but is limited to spherical particles as the internal one-dimensional approximation of the temperature field is only valid for spherical particles. Recently, [53]have used finite discrete element method (FDEM) to study intra-particle heat transfer in granular assemblies allowing for complex temperature fields to be resolved within complex shaped multi-bodied contact problems. While this does extend FEM beyond static problems, the size of the systems that can be analyzed are still limited to a few thousand with fairly long run times.…”
Section: Numerical Modelingmentioning
confidence: 99%
“…DEM has been proven to be more suitable tool than Finite Element Method (FEM) and Finite Volume Method (FVM) to simulate compaction [45,46]. Some researchers have also used the hybrid approaches-a combination of Finite-Discrete Element Methods-FDEM to analyze geomechanical problems [25,[47][48][49][50][51][52][53]. FDEM and Y-Geo software, despite their limitations (mesh sensitivity, lack of hydro-mechanical coupling and fluid propagation in the cracks, long computational times), has effectively simulated complex rock slope instability problems from triggering, initiation, evolution, run out and deposition processes [47,54].…”
Section: Introductionmentioning
confidence: 99%