Continuum modelling and simulation of granular flows through their many phases
We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic...
Ausführliche Beschreibung
Autor*in: |
Dunatunga, Sachith [verfasserIn] |
---|
Format: |
Artikel |
---|---|
Sprache: |
Englisch |
Erschienen: |
2014 |
---|
Schlagwörter: |
---|
Übergeordnetes Werk: |
Enthalten in: Journal of fluid mechanics - Cambridge [u.a.] : Cambridge Univ. Press, 1956, (2014) |
---|---|
Übergeordnetes Werk: |
year:2014 |
Links: |
---|
DOI / URN: |
10.1017/jfm.2015.383 |
---|
Katalog-ID: |
OLC1966570228 |
---|
LEADER | 01000caa a2200265 4500 | ||
---|---|---|---|
001 | OLC1966570228 | ||
003 | DE-627 | ||
005 | 20210716033455.0 | ||
007 | tu | ||
008 | 160206s2014 xx ||||| 00| ||eng c | ||
024 | 7 | |a 10.1017/jfm.2015.383 |2 doi | |
028 | 5 | 2 | |a PQ20160617 |
035 | |a (DE-627)OLC1966570228 | ||
035 | |a (DE-599)GBVOLC1966570228 | ||
035 | |a (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 | ||
035 | |a (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro | ||
040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
041 | |a eng | ||
082 | 0 | 4 | |a 530 |q DNB |
100 | 1 | |a Dunatunga, Sachith |e verfasserin |4 aut | |
245 | 1 | 0 | |a Continuum modelling and simulation of granular flows through their many phases |
264 | 1 | |c 2014 | |
336 | |a Text |b txt |2 rdacontent | ||
337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
338 | |a Band |b nc |2 rdacarrier | ||
520 | |a We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. | ||
650 | 4 | |a Condensed Matter | |
650 | 4 | |a Soft Condensed Matter | |
700 | 1 | |a Kamrin, Ken |4 oth | |
773 | 0 | 8 | |i Enthalten in |t Journal of fluid mechanics |d Cambridge [u.a.] : Cambridge Univ. Press, 1956 |g (2014) |w (DE-627)12954647X |w (DE-600)218334-1 |w (DE-576)014996871 |x 0022-1120 |7 nnns |
773 | 1 | 8 | |g year:2014 |
856 | 4 | 1 | |u http://dx.doi.org/10.1017/jfm.2015.383 |3 Volltext |
856 | 4 | 2 | |u http://arxiv.org/abs/1411.5447 |
912 | |a GBV_USEFLAG_A | ||
912 | |a SYSFLAG_A | ||
912 | |a GBV_OLC | ||
912 | |a SSG-OLC-TEC | ||
912 | |a SSG-OLC-PHY | ||
912 | |a GBV_ILN_20 | ||
912 | |a GBV_ILN_23 | ||
912 | |a GBV_ILN_47 | ||
912 | |a GBV_ILN_60 | ||
912 | |a GBV_ILN_62 | ||
912 | |a GBV_ILN_70 | ||
912 | |a GBV_ILN_2014 | ||
912 | |a GBV_ILN_2016 | ||
912 | |a GBV_ILN_2027 | ||
912 | |a GBV_ILN_2192 | ||
912 | |a GBV_ILN_4046 | ||
912 | |a GBV_ILN_4313 | ||
912 | |a GBV_ILN_4700 | ||
951 | |a AR | ||
952 | |j 2014 |
author_variant |
s d sd |
---|---|
matchkey_str |
article:00221120:2014----::otnumdlignsmltoogauafosho |
hierarchy_sort_str |
2014 |
publishDate |
2014 |
allfields |
10.1017/jfm.2015.383 doi PQ20160617 (DE-627)OLC1966570228 (DE-599)GBVOLC1966570228 (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro DE-627 ger DE-627 rakwb eng 530 DNB Dunatunga, Sachith verfasserin aut Continuum modelling and simulation of granular flows through their many phases 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. Condensed Matter Soft Condensed Matter Kamrin, Ken oth Enthalten in Journal of fluid mechanics Cambridge [u.a.] : Cambridge Univ. Press, 1956 (2014) (DE-627)12954647X (DE-600)218334-1 (DE-576)014996871 0022-1120 nnns year:2014 http://dx.doi.org/10.1017/jfm.2015.383 Volltext http://arxiv.org/abs/1411.5447 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_47 GBV_ILN_60 GBV_ILN_62 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2027 GBV_ILN_2192 GBV_ILN_4046 GBV_ILN_4313 GBV_ILN_4700 AR 2014 |
spelling |
10.1017/jfm.2015.383 doi PQ20160617 (DE-627)OLC1966570228 (DE-599)GBVOLC1966570228 (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro DE-627 ger DE-627 rakwb eng 530 DNB Dunatunga, Sachith verfasserin aut Continuum modelling and simulation of granular flows through their many phases 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. Condensed Matter Soft Condensed Matter Kamrin, Ken oth Enthalten in Journal of fluid mechanics Cambridge [u.a.] : Cambridge Univ. Press, 1956 (2014) (DE-627)12954647X (DE-600)218334-1 (DE-576)014996871 0022-1120 nnns year:2014 http://dx.doi.org/10.1017/jfm.2015.383 Volltext http://arxiv.org/abs/1411.5447 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_47 GBV_ILN_60 GBV_ILN_62 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2027 GBV_ILN_2192 GBV_ILN_4046 GBV_ILN_4313 GBV_ILN_4700 AR 2014 |
allfields_unstemmed |
10.1017/jfm.2015.383 doi PQ20160617 (DE-627)OLC1966570228 (DE-599)GBVOLC1966570228 (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro DE-627 ger DE-627 rakwb eng 530 DNB Dunatunga, Sachith verfasserin aut Continuum modelling and simulation of granular flows through their many phases 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. Condensed Matter Soft Condensed Matter Kamrin, Ken oth Enthalten in Journal of fluid mechanics Cambridge [u.a.] : Cambridge Univ. Press, 1956 (2014) (DE-627)12954647X (DE-600)218334-1 (DE-576)014996871 0022-1120 nnns year:2014 http://dx.doi.org/10.1017/jfm.2015.383 Volltext http://arxiv.org/abs/1411.5447 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_47 GBV_ILN_60 GBV_ILN_62 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2027 GBV_ILN_2192 GBV_ILN_4046 GBV_ILN_4313 GBV_ILN_4700 AR 2014 |
allfieldsGer |
10.1017/jfm.2015.383 doi PQ20160617 (DE-627)OLC1966570228 (DE-599)GBVOLC1966570228 (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro DE-627 ger DE-627 rakwb eng 530 DNB Dunatunga, Sachith verfasserin aut Continuum modelling and simulation of granular flows through their many phases 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. Condensed Matter Soft Condensed Matter Kamrin, Ken oth Enthalten in Journal of fluid mechanics Cambridge [u.a.] : Cambridge Univ. Press, 1956 (2014) (DE-627)12954647X (DE-600)218334-1 (DE-576)014996871 0022-1120 nnns year:2014 http://dx.doi.org/10.1017/jfm.2015.383 Volltext http://arxiv.org/abs/1411.5447 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_47 GBV_ILN_60 GBV_ILN_62 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2027 GBV_ILN_2192 GBV_ILN_4046 GBV_ILN_4313 GBV_ILN_4700 AR 2014 |
allfieldsSound |
10.1017/jfm.2015.383 doi PQ20160617 (DE-627)OLC1966570228 (DE-599)GBVOLC1966570228 (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro DE-627 ger DE-627 rakwb eng 530 DNB Dunatunga, Sachith verfasserin aut Continuum modelling and simulation of granular flows through their many phases 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. Condensed Matter Soft Condensed Matter Kamrin, Ken oth Enthalten in Journal of fluid mechanics Cambridge [u.a.] : Cambridge Univ. Press, 1956 (2014) (DE-627)12954647X (DE-600)218334-1 (DE-576)014996871 0022-1120 nnns year:2014 http://dx.doi.org/10.1017/jfm.2015.383 Volltext http://arxiv.org/abs/1411.5447 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_47 GBV_ILN_60 GBV_ILN_62 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2027 GBV_ILN_2192 GBV_ILN_4046 GBV_ILN_4313 GBV_ILN_4700 AR 2014 |
language |
English |
source |
Enthalten in Journal of fluid mechanics (2014) year:2014 |
sourceStr |
Enthalten in Journal of fluid mechanics (2014) year:2014 |
format_phy_str_mv |
Article |
institution |
findex.gbv.de |
topic_facet |
Condensed Matter Soft Condensed Matter |
dewey-raw |
530 |
isfreeaccess_bool |
false |
container_title |
Journal of fluid mechanics |
authorswithroles_txt_mv |
Dunatunga, Sachith @@aut@@ Kamrin, Ken @@oth@@ |
publishDateDaySort_date |
2014-01-01T00:00:00Z |
hierarchy_top_id |
12954647X |
dewey-sort |
3530 |
id |
OLC1966570228 |
language_de |
englisch |
fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a2200265 4500</leader><controlfield tag="001">OLC1966570228</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20210716033455.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">160206s2014 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1017/jfm.2015.383</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">PQ20160617</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC1966570228</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)GBVOLC1966570228</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">530</subfield><subfield code="q">DNB</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Dunatunga, Sachith</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Continuum modelling and simulation of granular flows through their many phases</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Condensed Matter</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Soft Condensed Matter</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kamrin, Ken</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of fluid mechanics</subfield><subfield code="d">Cambridge [u.a.] : Cambridge Univ. Press, 1956</subfield><subfield code="g">(2014)</subfield><subfield code="w">(DE-627)12954647X</subfield><subfield code="w">(DE-600)218334-1</subfield><subfield code="w">(DE-576)014996871</subfield><subfield code="x">0022-1120</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">year:2014</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">http://dx.doi.org/10.1017/jfm.2015.383</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">http://arxiv.org/abs/1411.5447</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_47</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2192</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="j">2014</subfield></datafield></record></collection>
|
author |
Dunatunga, Sachith |
spellingShingle |
Dunatunga, Sachith ddc 530 misc Condensed Matter misc Soft Condensed Matter Continuum modelling and simulation of granular flows through their many phases |
authorStr |
Dunatunga, Sachith |
ppnlink_with_tag_str_mv |
@@773@@(DE-627)12954647X |
format |
Article |
dewey-ones |
530 - Physics |
delete_txt_mv |
keep |
author_role |
aut |
collection |
OLC |
remote_str |
false |
illustrated |
Not Illustrated |
issn |
0022-1120 |
topic_title |
530 DNB Continuum modelling and simulation of granular flows through their many phases Condensed Matter Soft Condensed Matter |
topic |
ddc 530 misc Condensed Matter misc Soft Condensed Matter |
topic_unstemmed |
ddc 530 misc Condensed Matter misc Soft Condensed Matter |
topic_browse |
ddc 530 misc Condensed Matter misc Soft Condensed Matter |
format_facet |
Aufsätze Gedruckte Aufsätze |
format_main_str_mv |
Text Zeitschrift/Artikel |
carriertype_str_mv |
nc |
author2_variant |
k k kk |
hierarchy_parent_title |
Journal of fluid mechanics |
hierarchy_parent_id |
12954647X |
dewey-tens |
530 - Physics |
hierarchy_top_title |
Journal of fluid mechanics |
isfreeaccess_txt |
false |
familylinks_str_mv |
(DE-627)12954647X (DE-600)218334-1 (DE-576)014996871 |
title |
Continuum modelling and simulation of granular flows through their many phases |
ctrlnum |
(DE-627)OLC1966570228 (DE-599)GBVOLC1966570228 (PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0 (KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro |
title_full |
Continuum modelling and simulation of granular flows through their many phases |
author_sort |
Dunatunga, Sachith |
journal |
Journal of fluid mechanics |
journalStr |
Journal of fluid mechanics |
lang_code |
eng |
isOA_bool |
false |
dewey-hundreds |
500 - Science |
recordtype |
marc |
publishDateSort |
2014 |
contenttype_str_mv |
txt |
author_browse |
Dunatunga, Sachith |
class |
530 DNB |
format_se |
Aufsätze |
author-letter |
Dunatunga, Sachith |
doi_str_mv |
10.1017/jfm.2015.383 |
dewey-full |
530 |
title_sort |
continuum modelling and simulation of granular flows through their many phases |
title_auth |
Continuum modelling and simulation of granular flows through their many phases |
abstract |
We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. |
abstractGer |
We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. |
abstract_unstemmed |
We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results. |
collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_20 GBV_ILN_23 GBV_ILN_47 GBV_ILN_60 GBV_ILN_62 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2027 GBV_ILN_2192 GBV_ILN_4046 GBV_ILN_4313 GBV_ILN_4700 |
title_short |
Continuum modelling and simulation of granular flows through their many phases |
url |
http://dx.doi.org/10.1017/jfm.2015.383 http://arxiv.org/abs/1411.5447 |
remote_bool |
false |
author2 |
Kamrin, Ken |
author2Str |
Kamrin, Ken |
ppnlink |
12954647X |
mediatype_str_mv |
n |
isOA_txt |
false |
hochschulschrift_bool |
false |
author2_role |
oth |
doi_str |
10.1017/jfm.2015.383 |
up_date |
2024-07-03T22:03:46.316Z |
_version_ |
1803597094654574592 |
fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a2200265 4500</leader><controlfield tag="001">OLC1966570228</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20210716033455.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">160206s2014 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1017/jfm.2015.383</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">PQ20160617</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC1966570228</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)GBVOLC1966570228</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(PRQ)a1334-8bae085d477948ca23b9483f31b72488239096aab874295fe74ef10d69cc709c0</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(KEY)0059670120140000000000000000continuummodellingandsimulationofgranularflowsthro</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">530</subfield><subfield code="q">DNB</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Dunatunga, Sachith</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Continuum modelling and simulation of granular flows through their many phases</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">We propose and numerically implement a constitutive framework for granular media that allows the material to traverse through its many common phases during the flow process. When dense, the material is treated as a pressure sensitive elasto-viscoplastic solid obeying a yield criterion and a plastic flow rule given by the \mu(I) inertial rheology of granular materials. When the free volume exceeds a critical level, the material is deemed to separate and is treated as disconnected, stress-free media. A Material Point Method (MPM) procedure is written for the simulation of this model and many demonstrations are provided in different geometries. By using the MPM framework, extremely large strains and nonlinear deformations, which are common in granular flows, are representable. The method is verified numerically and its physical predictions are validated against known results.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Condensed Matter</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Soft Condensed Matter</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kamrin, Ken</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of fluid mechanics</subfield><subfield code="d">Cambridge [u.a.] : Cambridge Univ. Press, 1956</subfield><subfield code="g">(2014)</subfield><subfield code="w">(DE-627)12954647X</subfield><subfield code="w">(DE-600)218334-1</subfield><subfield code="w">(DE-576)014996871</subfield><subfield code="x">0022-1120</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">year:2014</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">http://dx.doi.org/10.1017/jfm.2015.383</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">http://arxiv.org/abs/1411.5447</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_47</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2192</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="j">2014</subfield></datafield></record></collection>
|
score |
7.3974915 |