An h-type adaptive finite element
Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which t...
Ausführliche Beschreibung
Autor*in: |
Xing, Xu [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
1996 |
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Anmerkung: |
© Editorial Committee of Applied Mathematics and Mechanics 1980 |
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Übergeordnetes Werk: |
Enthalten in: Ying yong shu xue he li xue / English edition - Kluwer Academic Publishers, 1980, 17(1996), 6 vom: Juni, Seite 507-513 |
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Übergeordnetes Werk: |
volume:17 ; year:1996 ; number:6 ; month:06 ; pages:507-513 |
Links: |
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DOI / URN: |
10.1007/BF00119747 |
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Katalog-ID: |
OLC2042844446 |
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10.1007/BF00119747 doi (DE-627)OLC2042844446 (DE-He213)BF00119747-p DE-627 ger DE-627 rakwb eng 510 VZ Xing, Xu verfasserin aut An h-type adaptive finite element 1996 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Editorial Committee of Applied Mathematics and Mechanics 1980 Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. Daosheng, Ling aut Qinghua, Du aut Haojiang, Ding aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 17(1996), 6 vom: Juni, Seite 507-513 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:17 year:1996 number:6 month:06 pages:507-513 https://doi.org/10.1007/BF00119747 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 GBV_ILN_4313 AR 17 1996 6 06 507-513 |
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10.1007/BF00119747 doi (DE-627)OLC2042844446 (DE-He213)BF00119747-p DE-627 ger DE-627 rakwb eng 510 VZ Xing, Xu verfasserin aut An h-type adaptive finite element 1996 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Editorial Committee of Applied Mathematics and Mechanics 1980 Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. Daosheng, Ling aut Qinghua, Du aut Haojiang, Ding aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 17(1996), 6 vom: Juni, Seite 507-513 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:17 year:1996 number:6 month:06 pages:507-513 https://doi.org/10.1007/BF00119747 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 GBV_ILN_4313 AR 17 1996 6 06 507-513 |
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10.1007/BF00119747 doi (DE-627)OLC2042844446 (DE-He213)BF00119747-p DE-627 ger DE-627 rakwb eng 510 VZ Xing, Xu verfasserin aut An h-type adaptive finite element 1996 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Editorial Committee of Applied Mathematics and Mechanics 1980 Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. Daosheng, Ling aut Qinghua, Du aut Haojiang, Ding aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 17(1996), 6 vom: Juni, Seite 507-513 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:17 year:1996 number:6 month:06 pages:507-513 https://doi.org/10.1007/BF00119747 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 GBV_ILN_4313 AR 17 1996 6 06 507-513 |
allfieldsGer |
10.1007/BF00119747 doi (DE-627)OLC2042844446 (DE-He213)BF00119747-p DE-627 ger DE-627 rakwb eng 510 VZ Xing, Xu verfasserin aut An h-type adaptive finite element 1996 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Editorial Committee of Applied Mathematics and Mechanics 1980 Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. Daosheng, Ling aut Qinghua, Du aut Haojiang, Ding aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 17(1996), 6 vom: Juni, Seite 507-513 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:17 year:1996 number:6 month:06 pages:507-513 https://doi.org/10.1007/BF00119747 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 GBV_ILN_4313 AR 17 1996 6 06 507-513 |
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10.1007/BF00119747 doi (DE-627)OLC2042844446 (DE-He213)BF00119747-p DE-627 ger DE-627 rakwb eng 510 VZ Xing, Xu verfasserin aut An h-type adaptive finite element 1996 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Editorial Committee of Applied Mathematics and Mechanics 1980 Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. Daosheng, Ling aut Qinghua, Du aut Haojiang, Ding aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 17(1996), 6 vom: Juni, Seite 507-513 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:17 year:1996 number:6 month:06 pages:507-513 https://doi.org/10.1007/BF00119747 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 GBV_ILN_4313 AR 17 1996 6 06 507-513 |
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Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. © Editorial Committee of Applied Mathematics and Mechanics 1980 |
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Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. © Editorial Committee of Applied Mathematics and Mechanics 1980 |
abstract_unstemmed |
Abstract For h-type adaptive finite element method, the local mesh refinement introduces irregular nodes and destroys the standard continuity between elements. The reference nodes of the irregular are used to interpolate element coordinates and displacements. The improved shape functions, of which the conventional shape functions are a particular case, are presented to guarantee the continuity. No changes but the shape functions are needed when the method is applied in finite element programs. The computational results show the features of the method: higher accuracy, simplicity, fewer degrees of freedom and less computation effort. © Editorial Committee of Applied Mathematics and Mechanics 1980 |
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