A penalty-hybrid finite element analysis of stokes flow
Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also i...
Ausführliche Beschreibung
Autor*in: |
Da-peng, Chen [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
1990 |
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Schlagwörter: |
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Anmerkung: |
© Shanghai University of Technology 1990 |
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Übergeordnetes Werk: |
Enthalten in: Ying yong shu xue he li xue / English edition - Kluwer Academic Publishers, 1980, 11(1990), 6 vom: Juni, Seite 501-511 |
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Übergeordnetes Werk: |
volume:11 ; year:1990 ; number:6 ; month:06 ; pages:501-511 |
Links: |
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DOI / URN: |
10.1007/BF02016335 |
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Katalog-ID: |
OLC204283663X |
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10.1007/BF02016335 doi (DE-627)OLC204283663X (DE-He213)BF02016335-p DE-627 ger DE-627 rakwb eng 510 VZ Da-peng, Chen verfasserin aut A penalty-hybrid finite element analysis of stokes flow 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology 1990 Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. Element Model Finite Element Analysis Finite Element Model Hydrostatic Pressure Variational Principle Zhong, Zhao aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 11(1990), 6 vom: Juni, Seite 501-511 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:11 year:1990 number:6 month:06 pages:501-511 https://doi.org/10.1007/BF02016335 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 AR 11 1990 6 06 501-511 |
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10.1007/BF02016335 doi (DE-627)OLC204283663X (DE-He213)BF02016335-p DE-627 ger DE-627 rakwb eng 510 VZ Da-peng, Chen verfasserin aut A penalty-hybrid finite element analysis of stokes flow 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology 1990 Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. Element Model Finite Element Analysis Finite Element Model Hydrostatic Pressure Variational Principle Zhong, Zhao aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 11(1990), 6 vom: Juni, Seite 501-511 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:11 year:1990 number:6 month:06 pages:501-511 https://doi.org/10.1007/BF02016335 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 AR 11 1990 6 06 501-511 |
allfields_unstemmed |
10.1007/BF02016335 doi (DE-627)OLC204283663X (DE-He213)BF02016335-p DE-627 ger DE-627 rakwb eng 510 VZ Da-peng, Chen verfasserin aut A penalty-hybrid finite element analysis of stokes flow 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology 1990 Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. Element Model Finite Element Analysis Finite Element Model Hydrostatic Pressure Variational Principle Zhong, Zhao aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 11(1990), 6 vom: Juni, Seite 501-511 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:11 year:1990 number:6 month:06 pages:501-511 https://doi.org/10.1007/BF02016335 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 AR 11 1990 6 06 501-511 |
allfieldsGer |
10.1007/BF02016335 doi (DE-627)OLC204283663X (DE-He213)BF02016335-p DE-627 ger DE-627 rakwb eng 510 VZ Da-peng, Chen verfasserin aut A penalty-hybrid finite element analysis of stokes flow 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology 1990 Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. Element Model Finite Element Analysis Finite Element Model Hydrostatic Pressure Variational Principle Zhong, Zhao aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 11(1990), 6 vom: Juni, Seite 501-511 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:11 year:1990 number:6 month:06 pages:501-511 https://doi.org/10.1007/BF02016335 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 AR 11 1990 6 06 501-511 |
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10.1007/BF02016335 doi (DE-627)OLC204283663X (DE-He213)BF02016335-p DE-627 ger DE-627 rakwb eng 510 VZ Da-peng, Chen verfasserin aut A penalty-hybrid finite element analysis of stokes flow 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology 1990 Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. Element Model Finite Element Analysis Finite Element Model Hydrostatic Pressure Variational Principle Zhong, Zhao aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 11(1990), 6 vom: Juni, Seite 501-511 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:11 year:1990 number:6 month:06 pages:501-511 https://doi.org/10.1007/BF02016335 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 AR 11 1990 6 06 501-511 |
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Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. © Shanghai University of Technology 1990 |
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Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. © Shanghai University of Technology 1990 |
abstract_unstemmed |
Abstract A type of penalty-hybrid variational principle is suggested for the analysis of Stokesian flow. On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. Numerical examples demonstrating their characteristic behaviors are also included. © Shanghai University of Technology 1990 |
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On such a basis, a finite element model is formulated featuring, among others, a priori satisfaction of the deviatoric stress and hydrostatic pressure on linear momentum balance equations. Also in the present scheme the hydrostatic pressure is successfully eliminated at the element level, leaving only nodal velocities as solution unknowns. A series of 4-node and 8-node quadrilateral elements are derived and examined. 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