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Grain-Size Effects on Mechanical Behavior and Failure of Dense Cohesive Granular Materials
The grain sizes can significantly influence the granular mechano-morphology, and consequently, the macro-scale mechanical response. From a purely geometric viewpoint, changing grain size will affect the volumetric number density of grain-pair interactions as well as the neighborhood geometry. In add...
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Published in: | KONA Powder and Particle Journal 2022/01/10, Vol.39, pp.193-207 |
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description | The grain sizes can significantly influence the granular mechano-morphology, and consequently, the macro-scale mechanical response. From a purely geometric viewpoint, changing grain size will affect the volumetric number density of grain-pair interactions as well as the neighborhood geometry. In addition, changing grain size can influence initial stiffness and damage behavior of grain-pair interactions. The granular micromechanics approach (GMA), which provides a paradigm for bridging the grain-scale to continuum models, has the capability of describing the grain size influence in terms of both geometric effects and grain-pair deformation/dissipation effects. Here the GMA based Cauchy-type continuum model is enhanced using simple power laws to simulate the effect of grain size upon the volumetric number density of grain-pair interactions, and the parameters governing grain-pair deformation and dissipation mechanisms. The enhanced model is applied to predict the macroscopic response of cohesive granular solids under conventional triaxial tests. The results show that decreasing grain-sizes can trigger brittle-to-ductile transition in failure. Grain size is found to affect the compression/dilatation behavior as well as the post-peak softening/hardening of granular materials. The macro-scale failure/yield stress is also found to have an inverse relationship with grain-sizes in consonance with what has been reported in the literature. |
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From a purely geometric viewpoint, changing grain size will affect the volumetric number density of grain-pair interactions as well as the neighborhood geometry. In addition, changing grain size can influence initial stiffness and damage behavior of grain-pair interactions. The granular micromechanics approach (GMA), which provides a paradigm for bridging the grain-scale to continuum models, has the capability of describing the grain size influence in terms of both geometric effects and grain-pair deformation/dissipation effects. Here the GMA based Cauchy-type continuum model is enhanced using simple power laws to simulate the effect of grain size upon the volumetric number density of grain-pair interactions, and the parameters governing grain-pair deformation and dissipation mechanisms. The enhanced model is applied to predict the macroscopic response of cohesive granular solids under conventional triaxial tests. The results show that decreasing grain-sizes can trigger brittle-to-ductile transition in failure. Grain size is found to affect the compression/dilatation behavior as well as the post-peak softening/hardening of granular materials. 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From a purely geometric viewpoint, changing grain size will affect the volumetric number density of grain-pair interactions as well as the neighborhood geometry. In addition, changing grain size can influence initial stiffness and damage behavior of grain-pair interactions. The granular micromechanics approach (GMA), which provides a paradigm for bridging the grain-scale to continuum models, has the capability of describing the grain size influence in terms of both geometric effects and grain-pair deformation/dissipation effects. Here the GMA based Cauchy-type continuum model is enhanced using simple power laws to simulate the effect of grain size upon the volumetric number density of grain-pair interactions, and the parameters governing grain-pair deformation and dissipation mechanisms. The enhanced model is applied to predict the macroscopic response of cohesive granular solids under conventional triaxial tests. The results show that decreasing grain-sizes can trigger brittle-to-ductile transition in failure. Grain size is found to affect the compression/dilatation behavior as well as the post-peak softening/hardening of granular materials. The macro-scale failure/yield stress is also found to have an inverse relationship with grain-sizes in consonance with what has been reported in the literature.</description><subject>brittle to ductile</subject><subject>Continuum modeling</subject><subject>Damage assessment</subject><subject>Deformation</subject><subject>Deformation effects</subject><subject>Density</subject><subject>Ductile-brittle transition</subject><subject>Failure</subject><subject>Grain size</subject><subject>grain sizes</subject><subject>Granular materials</subject><subject>granular micromechanics</subject><subject>Mathematical morphology</subject><subject>Mechanical analysis</subject><subject>Mechanical properties</subject><subject>Micromechanics</subject><subject>Morphology</subject><subject>Size effects</subject><subject>Stiffness</subject><subject>triaxial compression</subject><subject>Triaxial tests</subject><subject>yield</subject><subject>Yield stress</subject><issn>0288-4534</issn><issn>2187-5537</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNo9kctPHDEMxiPUSqwox94jcR6a1-RxLFugSCAO9NRL5Mk4bJbphCazSPSv7-yD9cGW7J8_W_oI-crZJVey1d9e8giXggnBGD8hC8GtadpWmk9kwYS1jWqlOiXnta7ZNgzTVi7I79sCaWye0j-k1zFimCrNI33AsIIxBRjoFa7gLeVCYezpDaRhU5DmSH_gWJEu8wprekM664ybAQp9gAlLgqF-IZ_jXPD8UM_I0831r-XP5v7x9m75_b4JrXFTo12Q0klUwnWWB9nyvmMhuCi16RgPfUCG1vU6mFZEkLx3IbpgY6-1YPKM3O1V-wxr_1rSHyjvPkPyu0Yuzx7KlMKA3nADoCEKEY3qRLCt7LiWCgQw2fVu1rrYa72W_HeDdfLrvCnj_LwXWilmleByppo9FUqutWA8XuXM77zwWy_8wYuZv9rz6zrBMx7pj7d2sHSebdNh6TicbSgeR_kfSsiTOw</recordid><startdate>20220110</startdate><enddate>20220110</enddate><creator>Poorsolhjouy, Payam</creator><creator>Misra, Anil</creator><general>Hosokawa Powder Technology Foundation</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</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>BVBZV</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-9761-2358</orcidid></search><sort><creationdate>20220110</creationdate><title>Grain-Size Effects on Mechanical Behavior and Failure of Dense Cohesive Granular Materials</title><author>Poorsolhjouy, Payam ; Misra, Anil</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c579t-69c3393e429b81c351db0cc9f367b01cdce0e89d6c752fa31d9cf9c8fd66203</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>brittle to ductile</topic><topic>Continuum modeling</topic><topic>Damage assessment</topic><topic>Deformation</topic><topic>Deformation effects</topic><topic>Density</topic><topic>Ductile-brittle transition</topic><topic>Failure</topic><topic>Grain size</topic><topic>grain sizes</topic><topic>Granular materials</topic><topic>granular micromechanics</topic><topic>Mathematical morphology</topic><topic>Mechanical analysis</topic><topic>Mechanical properties</topic><topic>Micromechanics</topic><topic>Morphology</topic><topic>Size effects</topic><topic>Stiffness</topic><topic>triaxial compression</topic><topic>Triaxial tests</topic><topic>yield</topic><topic>Yield stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Poorsolhjouy, Payam</creatorcontrib><creatorcontrib>Misra, Anil</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</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)</collection><collection>ProQuest Central</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>East & South Asia Database</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</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>Directory of Open Access Journals</collection><jtitle>KONA Powder and Particle Journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Poorsolhjouy, Payam</au><au>Misra, Anil</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Grain-Size Effects on Mechanical Behavior and Failure of Dense Cohesive Granular Materials</atitle><jtitle>KONA Powder and Particle Journal</jtitle><addtitle>KONA</addtitle><date>2022-01-10</date><risdate>2022</risdate><volume>39</volume><spage>193</spage><epage>207</epage><pages>193-207</pages><artnum>2022001</artnum><issn>0288-4534</issn><eissn>2187-5537</eissn><abstract>The grain sizes can significantly influence the granular mechano-morphology, and consequently, the macro-scale mechanical response. From a purely geometric viewpoint, changing grain size will affect the volumetric number density of grain-pair interactions as well as the neighborhood geometry. In addition, changing grain size can influence initial stiffness and damage behavior of grain-pair interactions. The granular micromechanics approach (GMA), which provides a paradigm for bridging the grain-scale to continuum models, has the capability of describing the grain size influence in terms of both geometric effects and grain-pair deformation/dissipation effects. Here the GMA based Cauchy-type continuum model is enhanced using simple power laws to simulate the effect of grain size upon the volumetric number density of grain-pair interactions, and the parameters governing grain-pair deformation and dissipation mechanisms. The enhanced model is applied to predict the macroscopic response of cohesive granular solids under conventional triaxial tests. The results show that decreasing grain-sizes can trigger brittle-to-ductile transition in failure. Grain size is found to affect the compression/dilatation behavior as well as the post-peak softening/hardening of granular materials. The macro-scale failure/yield stress is also found to have an inverse relationship with grain-sizes in consonance with what has been reported in the literature.</abstract><cop>Hirakata-sh</cop><pub>Hosokawa Powder Technology Foundation</pub><doi>10.14356/kona.2022001</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0002-9761-2358</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | brittle to ductile Continuum modeling Damage assessment Deformation Deformation effects Density Ductile-brittle transition Failure Grain size grain sizes Granular materials granular micromechanics Mathematical morphology Mechanical analysis Mechanical properties Micromechanics Morphology Size effects Stiffness triaxial compression Triaxial tests yield Yield stress |
title | Grain-Size Effects on Mechanical Behavior and Failure of Dense Cohesive Granular Materials |
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