A coupled discrete element material point method for fluid–solid–particle interactions with large deformations
Fluid–solid–particle systems such as water–soil–rock mixtures are very common in many natural processes and engineering applications. However, modelling these complex interactions is still very challenging due to their multi-scale nature. Here, we present a hybrid model that combines the advantages...
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Veröffentlicht in: | Computer methods in applied mechanics and engineering 2022-05, Vol.395, p.115023, Article 115023 |
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container_title | Computer methods in applied mechanics and engineering |
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creator | Ren, Songkai Zhang, Pei Galindo-Torres, S.A. |
description | Fluid–solid–particle systems such as water–soil–rock mixtures are very common in many natural processes and engineering applications. However, modelling these complex interactions is still very challenging due to their multi-scale nature. Here, we present a hybrid model that combines the advantages of the two-phase (solid and liquid) Material Point Method (MPM) on handling continuum materials with large deformations and the capability of the Discrete Element Method (DEM) on simulating the mechanical behaviours of rigid particles. Moreover, in our model, the DEM has the ability to deal with non-spherical particles. A new collision detection approach is presented in detail, and a unified DEM style contact force model is proposed to couple MPM with DEM by considering momentum exchanges between particles and continuum phases. The proposed model is validated by several numerical benchmarks, including (1) flows around a cylinder, (2) a block sliding on an inclined plane, (3) projectile impacts a granular medium, and (4) sphere impacts and penetrates into wet granular material. The results match well with analytical solutions and experimental observations, demonstrating this model’s capability to efficiently solve complex fluid–solid–particle interactions with large deformations. Finally, an example of column collapse is simulated to show future potential applications of the proposed method. |
doi_str_mv | 10.1016/j.cma.2022.115023 |
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However, modelling these complex interactions is still very challenging due to their multi-scale nature. Here, we present a hybrid model that combines the advantages of the two-phase (solid and liquid) Material Point Method (MPM) on handling continuum materials with large deformations and the capability of the Discrete Element Method (DEM) on simulating the mechanical behaviours of rigid particles. Moreover, in our model, the DEM has the ability to deal with non-spherical particles. A new collision detection approach is presented in detail, and a unified DEM style contact force model is proposed to couple MPM with DEM by considering momentum exchanges between particles and continuum phases. The proposed model is validated by several numerical benchmarks, including (1) flows around a cylinder, (2) a block sliding on an inclined plane, (3) projectile impacts a granular medium, and (4) sphere impacts and penetrates into wet granular material. The results match well with analytical solutions and experimental observations, demonstrating this model’s capability to efficiently solve complex fluid–solid–particle interactions with large deformations. Finally, an example of column collapse is simulated to show future potential applications of the proposed method.</description><identifier>ISSN: 0045-7825</identifier><identifier>EISSN: 1879-2138</identifier><identifier>DOI: 10.1016/j.cma.2022.115023</identifier><language>eng</language><publisher>Amsterdam: Elsevier B.V</publisher><subject>Complex system interactions ; Contact force ; Deformation ; Discrete element method ; Exact solutions ; Granular materials ; Granular media ; Large deformation ; Material point method ; Materials handling ; Particle interactions ; Projectiles ; Soil mixtures ; Soil water</subject><ispartof>Computer methods in applied mechanics and engineering, 2022-05, Vol.395, p.115023, Article 115023</ispartof><rights>2022 Elsevier B.V.</rights><rights>Copyright Elsevier BV May 15, 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c255t-167c3bc08e54d8b580d3f47c14cfb18fe9d03d7a5611f42e5abd2621956ee0dc3</citedby><cites>FETCH-LOGICAL-c255t-167c3bc08e54d8b580d3f47c14cfb18fe9d03d7a5611f42e5abd2621956ee0dc3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.cma.2022.115023$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Ren, Songkai</creatorcontrib><creatorcontrib>Zhang, Pei</creatorcontrib><creatorcontrib>Galindo-Torres, S.A.</creatorcontrib><title>A coupled discrete element material point method for fluid–solid–particle interactions with large deformations</title><title>Computer methods in applied mechanics and engineering</title><description>Fluid–solid–particle systems such as water–soil–rock mixtures are very common in many natural processes and engineering applications. However, modelling these complex interactions is still very challenging due to their multi-scale nature. Here, we present a hybrid model that combines the advantages of the two-phase (solid and liquid) Material Point Method (MPM) on handling continuum materials with large deformations and the capability of the Discrete Element Method (DEM) on simulating the mechanical behaviours of rigid particles. Moreover, in our model, the DEM has the ability to deal with non-spherical particles. A new collision detection approach is presented in detail, and a unified DEM style contact force model is proposed to couple MPM with DEM by considering momentum exchanges between particles and continuum phases. The proposed model is validated by several numerical benchmarks, including (1) flows around a cylinder, (2) a block sliding on an inclined plane, (3) projectile impacts a granular medium, and (4) sphere impacts and penetrates into wet granular material. The results match well with analytical solutions and experimental observations, demonstrating this model’s capability to efficiently solve complex fluid–solid–particle interactions with large deformations. Finally, an example of column collapse is simulated to show future potential applications of the proposed method.</description><subject>Complex system interactions</subject><subject>Contact force</subject><subject>Deformation</subject><subject>Discrete element method</subject><subject>Exact solutions</subject><subject>Granular materials</subject><subject>Granular media</subject><subject>Large deformation</subject><subject>Material point method</subject><subject>Materials handling</subject><subject>Particle interactions</subject><subject>Projectiles</subject><subject>Soil mixtures</subject><subject>Soil water</subject><issn>0045-7825</issn><issn>1879-2138</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp9kE1OwzAQhS0EEuXnAOwssU7xOHHiilVV8SdVYgNry7En1FVaB9sFseMO3JCT4FDWzOZpRu-bGT1CLoBNgUF9tZ6ajZ5yxvkUQDBeHpAJyGZWcCjlIZkwVomikVwck5MY1yyXBD4hYU6N3w09WmpdNAETUuxxg9tENzphcLqng3dji2nlLe18oF2_c_b78yv6_lcHHZIzPdLsw6BNcn4b6btLK9rr8ILUYsbyvnF-Ro463Uc8_9NT8nx787S4L5aPdw-L-bIwXIhUQN2YsjVMoqisbIVktuyqxkBluhZkhzPLSttoUQN0FUehW8trDjNRIzJrylNyud87BP-6w5jU2u_CNp9UvJ6BgJo3Mrtg7zLBxxiwU0NwGx0-FDA1RqvWKkerxmjVPtrMXO8ZzO-_OQwqGodbg9YFNElZ7_6hfwDpz4VS</recordid><startdate>20220515</startdate><enddate>20220515</enddate><creator>Ren, Songkai</creator><creator>Zhang, Pei</creator><creator>Galindo-Torres, S.A.</creator><general>Elsevier B.V</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20220515</creationdate><title>A coupled discrete element material point method for fluid–solid–particle interactions with large deformations</title><author>Ren, Songkai ; Zhang, Pei ; Galindo-Torres, S.A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c255t-167c3bc08e54d8b580d3f47c14cfb18fe9d03d7a5611f42e5abd2621956ee0dc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Complex system interactions</topic><topic>Contact force</topic><topic>Deformation</topic><topic>Discrete element method</topic><topic>Exact solutions</topic><topic>Granular materials</topic><topic>Granular media</topic><topic>Large deformation</topic><topic>Material point method</topic><topic>Materials handling</topic><topic>Particle interactions</topic><topic>Projectiles</topic><topic>Soil mixtures</topic><topic>Soil water</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ren, Songkai</creatorcontrib><creatorcontrib>Zhang, Pei</creatorcontrib><creatorcontrib>Galindo-Torres, S.A.</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Computer methods in applied mechanics and engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ren, Songkai</au><au>Zhang, Pei</au><au>Galindo-Torres, S.A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A coupled discrete element material point method for fluid–solid–particle interactions with large deformations</atitle><jtitle>Computer methods in applied mechanics and engineering</jtitle><date>2022-05-15</date><risdate>2022</risdate><volume>395</volume><spage>115023</spage><pages>115023-</pages><artnum>115023</artnum><issn>0045-7825</issn><eissn>1879-2138</eissn><abstract>Fluid–solid–particle systems such as water–soil–rock mixtures are very common in many natural processes and engineering applications. However, modelling these complex interactions is still very challenging due to their multi-scale nature. Here, we present a hybrid model that combines the advantages of the two-phase (solid and liquid) Material Point Method (MPM) on handling continuum materials with large deformations and the capability of the Discrete Element Method (DEM) on simulating the mechanical behaviours of rigid particles. Moreover, in our model, the DEM has the ability to deal with non-spherical particles. A new collision detection approach is presented in detail, and a unified DEM style contact force model is proposed to couple MPM with DEM by considering momentum exchanges between particles and continuum phases. The proposed model is validated by several numerical benchmarks, including (1) flows around a cylinder, (2) a block sliding on an inclined plane, (3) projectile impacts a granular medium, and (4) sphere impacts and penetrates into wet granular material. The results match well with analytical solutions and experimental observations, demonstrating this model’s capability to efficiently solve complex fluid–solid–particle interactions with large deformations. Finally, an example of column collapse is simulated to show future potential applications of the proposed method.</abstract><cop>Amsterdam</cop><pub>Elsevier B.V</pub><doi>10.1016/j.cma.2022.115023</doi></addata></record> |
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subjects | Complex system interactions Contact force Deformation Discrete element method Exact solutions Granular materials Granular media Large deformation Material point method Materials handling Particle interactions Projectiles Soil mixtures Soil water |
title | A coupled discrete element material point method for fluid–solid–particle interactions with large deformations |
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