New axisymmetric solid elements based on an extended Hellinger-Reissner principle
Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed i...
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E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1994 |
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| Umfang: |
11 |
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| Reproduktion: |
Springer Online Journal Archives 1860-2002 |
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| Übergeordnetes Werk: |
in: Acta mechanica Sinica - 1985, 10(1994) vom: Apr., Seite 349-359 |
| Übergeordnetes Werk: |
volume:10 ; year:1994 ; month:04 ; pages:349-359 ; extent:11 |
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| 520 | |a Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. | ||
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| 700 | 1 | |a Jinsong, Liu |4 oth | |
| 700 | 1 | |a Jiong, Tian |4 oth | |
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(DE-627)NLEJ206672160 DE-627 ger DE-627 rakwb eng New axisymmetric solid elements based on an extended Hellinger-Reissner principle 1994 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. Springer Online Journal Archives 1860-2002 Zongshu, Tian oth Jinsong, Liu oth Jiong, Tian oth in Acta mechanica Sinica 1985 10(1994) vom: Apr., Seite 349-359 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:10 year:1994 month:04 pages:349-359 extent:11 http://dx.doi.org/10.1007/BF02486677 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 10 1994 4 349-359 11 |
| spelling |
(DE-627)NLEJ206672160 DE-627 ger DE-627 rakwb eng New axisymmetric solid elements based on an extended Hellinger-Reissner principle 1994 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. Springer Online Journal Archives 1860-2002 Zongshu, Tian oth Jinsong, Liu oth Jiong, Tian oth in Acta mechanica Sinica 1985 10(1994) vom: Apr., Seite 349-359 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:10 year:1994 month:04 pages:349-359 extent:11 http://dx.doi.org/10.1007/BF02486677 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 10 1994 4 349-359 11 |
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(DE-627)NLEJ206672160 DE-627 ger DE-627 rakwb eng New axisymmetric solid elements based on an extended Hellinger-Reissner principle 1994 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. Springer Online Journal Archives 1860-2002 Zongshu, Tian oth Jinsong, Liu oth Jiong, Tian oth in Acta mechanica Sinica 1985 10(1994) vom: Apr., Seite 349-359 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:10 year:1994 month:04 pages:349-359 extent:11 http://dx.doi.org/10.1007/BF02486677 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 10 1994 4 349-359 11 |
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(DE-627)NLEJ206672160 DE-627 ger DE-627 rakwb eng New axisymmetric solid elements based on an extended Hellinger-Reissner principle 1994 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. Springer Online Journal Archives 1860-2002 Zongshu, Tian oth Jinsong, Liu oth Jiong, Tian oth in Acta mechanica Sinica 1985 10(1994) vom: Apr., Seite 349-359 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:10 year:1994 month:04 pages:349-359 extent:11 http://dx.doi.org/10.1007/BF02486677 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 10 1994 4 349-359 11 |
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(DE-627)NLEJ206672160 DE-627 ger DE-627 rakwb eng New axisymmetric solid elements based on an extended Hellinger-Reissner principle 1994 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. Springer Online Journal Archives 1860-2002 Zongshu, Tian oth Jinsong, Liu oth Jiong, Tian oth in Acta mechanica Sinica 1985 10(1994) vom: Apr., Seite 349-359 (DE-627)NLEJ188983449 (DE-600)2181030-8 1614-3116 nnns volume:10 year:1994 month:04 pages:349-359 extent:11 http://dx.doi.org/10.1007/BF02486677 GBV_USEFLAG_U ZDB-1-SOJ GBV_NL_ARTICLE AR 10 1994 4 349-359 11 |
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New axisymmetric solid elements based on an extended Hellinger-Reissner principle |
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Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. |
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Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. |
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Abstract 4-node incompatible axisymmetric hybrid stress elements are developed by a modified rational approach based on an extended Hellinger-Reissner principle. The stress fields are derived by using the constraint conditions that the equilibrium equations of higher order stress terms are imposed in a variational sense through the additional incompatible displacements. The resulting elements enjoy good performance in bending problems and at the nearly incompressible limit. Several examples are given to demonstrate the performance of the new elements. |
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New axisymmetric solid elements based on an extended Hellinger-Reissner principle |
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