A Simulation Model for Determining the Mechanical Properties of Rapeseed using the Discrete Element Method
This paper describes the mechanical modeling of rapeseed using the 3D Discrete Element Method (DEM). We investigated rapeseeds as a set of granular material points using a linear elastic material model with Coulomb friction and cohesive bonds. The parameters of the model were determined through phys...
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Veröffentlicht in: | Periodica polytechnica. Civil engineering. Bauingenieurwesen 2015-01, Vol.59 (4), p.575-582 |
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description | This paper describes the mechanical modeling of rapeseed using the 3D Discrete Element Method (DEM). We investigated rapeseeds as a set of granular material points using a linear elastic material model with Coulomb friction and cohesive bonds. The parameters of the model were determined through physical and mechanical investigations. The mechanical properties were validated against actual measurement results using a single-axis compression box and a direct shear box. The investigations yielded the following micro-mechanical parameters: normal particle stiness (Kn): 437 kN/m; particle shear stiness (Ks): 100 kN/m; particle-to-particle friction coefficient () 0.5; particle-to-wall friction coecient () 0.2; wall normal stiness (Kn): 1311 kN/m; wall shear stiness (Ks): 300 kN/m; local damping coecient (): 0.7. The results proved that the DEM method is suitable for simulating the macro-mechanical behavior of rapeseed for the pressing process. |
doi_str_mv | 10.3311/PPci.8173 |
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We investigated rapeseeds as a set of granular material points using a linear elastic material model with Coulomb friction and cohesive bonds. The parameters of the model were determined through physical and mechanical investigations. The mechanical properties were validated against actual measurement results using a single-axis compression box and a direct shear box. The investigations yielded the following micro-mechanical parameters: normal particle stiness (Kn): 437 kN/m; particle shear stiness (Ks): 100 kN/m; particle-to-particle friction coefficient () 0.5; particle-to-wall friction coecient () 0.2; wall normal stiness (Kn): 1311 kN/m; wall shear stiness (Ks): 300 kN/m; local damping coecient (): 0.7. 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Civil engineering. Bauingenieurwesen</title><description>This paper describes the mechanical modeling of rapeseed using the 3D Discrete Element Method (DEM). We investigated rapeseeds as a set of granular material points using a linear elastic material model with Coulomb friction and cohesive bonds. The parameters of the model were determined through physical and mechanical investigations. The mechanical properties were validated against actual measurement results using a single-axis compression box and a direct shear box. The investigations yielded the following micro-mechanical parameters: normal particle stiness (Kn): 437 kN/m; particle shear stiness (Ks): 100 kN/m; particle-to-particle friction coefficient () 0.5; particle-to-wall friction coecient () 0.2; wall normal stiness (Kn): 1311 kN/m; wall shear stiness (Ks): 300 kN/m; local damping coecient (): 0.7. The results proved that the DEM method is suitable for simulating the macro-mechanical behavior of rapeseed for the pressing process.</description><subject>Discrete element method</subject><subject>Friction</subject><subject>Mathematical models</subject><subject>Mechanical properties</subject><subject>Parameters</subject><subject>Rapeseed</subject><subject>Shear</subject><subject>Walls</subject><issn>0553-6626</issn><issn>1587-3773</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNkTtPwzAUhS0EEqUw8A8sscCQYsfxI2PVlofUiorHHBnnmrpK4mAnA_-eRIWFieku3zk6Vx9Cl5TMGKP0drs1bqaoZEdoQrmSCZOSHaMJ4ZwlQqTiFJ3FuCdEcMbIBO3n-MXVfaU75xu88SVU2PqAl9BBqF3jmg_c7QBvwOx044yu8Db4FkLnIGJv8bNuIQKUuI-_7NJFE4Y8XlVQQ9MN4W7ny3N0YnUV4eLnTtHb3ep18ZCsn-4fF_N1YhhXXWJLnmtgkOdA3oWxNiXMlJSaUtrMKkZKqaWgKpeZhtTwNFPWpGkmBcmVKTM2RdeH3jb4zx5iV9TDIKgq3YDvY0GVyLiiPBP_QAcoz5kYW6_-oHvfh2Z4pKCSp0qkhKqBujlQJvgYA9iiDa7W4augpBgFFaOgYhTEvgGeFoK9</recordid><startdate>20150101</startdate><enddate>20150101</enddate><creator>Tamas, Kornel</creator><creator>Foldesi, Bernat</creator><creator>Radics, Janos Peter</creator><creator>Jori, Istvan J</creator><creator>Fenyvesi, Laszlo</creator><general>Periodica Polytechnica, Budapest University of Technology and Economics</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>BYOGL</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20150101</creationdate><title>A Simulation Model for Determining the Mechanical Properties of Rapeseed using the Discrete Element Method</title><author>Tamas, Kornel ; Foldesi, Bernat ; Radics, Janos Peter ; Jori, Istvan J ; Fenyvesi, Laszlo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c358t-fd59ae3e99e0b6cff203cd11cd7f4f830d7a7618974ae2c5248fc22476098cd43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Discrete element method</topic><topic>Friction</topic><topic>Mathematical models</topic><topic>Mechanical properties</topic><topic>Parameters</topic><topic>Rapeseed</topic><topic>Shear</topic><topic>Walls</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tamas, Kornel</creatorcontrib><creatorcontrib>Foldesi, Bernat</creatorcontrib><creatorcontrib>Radics, Janos Peter</creatorcontrib><creatorcontrib>Jori, Istvan J</creatorcontrib><creatorcontrib>Fenyvesi, Laszlo</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>East Europe, Central Europe Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>Periodica polytechnica. Civil engineering. Bauingenieurwesen</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tamas, Kornel</au><au>Foldesi, Bernat</au><au>Radics, Janos Peter</au><au>Jori, Istvan J</au><au>Fenyvesi, Laszlo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Simulation Model for Determining the Mechanical Properties of Rapeseed using the Discrete Element Method</atitle><jtitle>Periodica polytechnica. Civil engineering. Bauingenieurwesen</jtitle><date>2015-01-01</date><risdate>2015</risdate><volume>59</volume><issue>4</issue><spage>575</spage><epage>582</epage><pages>575-582</pages><issn>0553-6626</issn><eissn>1587-3773</eissn><abstract>This paper describes the mechanical modeling of rapeseed using the 3D Discrete Element Method (DEM). We investigated rapeseeds as a set of granular material points using a linear elastic material model with Coulomb friction and cohesive bonds. The parameters of the model were determined through physical and mechanical investigations. The mechanical properties were validated against actual measurement results using a single-axis compression box and a direct shear box. The investigations yielded the following micro-mechanical parameters: normal particle stiness (Kn): 437 kN/m; particle shear stiness (Ks): 100 kN/m; particle-to-particle friction coefficient () 0.5; particle-to-wall friction coecient () 0.2; wall normal stiness (Kn): 1311 kN/m; wall shear stiness (Ks): 300 kN/m; local damping coecient (): 0.7. The results proved that the DEM method is suitable for simulating the macro-mechanical behavior of rapeseed for the pressing process.</abstract><cop>Budapest</cop><pub>Periodica Polytechnica, Budapest University of Technology and Economics</pub><doi>10.3311/PPci.8173</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Discrete element method Friction Mathematical models Mechanical properties Parameters Rapeseed Shear Walls |
title | A Simulation Model for Determining the Mechanical Properties of Rapeseed using the Discrete Element Method |
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