Mechanical sublayer model for elastic-plastic analyses
Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for t...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Pian, T. H. H. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1987 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag 1987 |
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| Übergeordnetes Werk: |
Enthalten in: Computational mechanics - Springer-Verlag, 1986, 2(1987), 1 vom: März, Seite 26-30 |
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| Übergeordnetes Werk: |
volume:2 ; year:1987 ; number:1 ; month:03 ; pages:26-30 |
| Links: |
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| DOI / URN: |
10.1007/BF00282041 |
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OLC2054900168 |
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| 520 | |a Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. | ||
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10.1007/BF00282041 doi (DE-627)OLC2054900168 (DE-He213)BF00282041-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Pian, T. H. H. verfasserin aut Mechanical sublayer model for elastic-plastic analyses 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1987 Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. Information Theory Plane Stress Stress Problem Plastic Range Plane Stress Problem Enthalten in Computational mechanics Springer-Verlag, 1986 2(1987), 1 vom: März, Seite 26-30 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:2 year:1987 number:1 month:03 pages:26-30 https://doi.org/10.1007/BF00282041 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 2 1987 1 03 26-30 |
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10.1007/BF00282041 doi (DE-627)OLC2054900168 (DE-He213)BF00282041-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Pian, T. H. H. verfasserin aut Mechanical sublayer model for elastic-plastic analyses 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1987 Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. Information Theory Plane Stress Stress Problem Plastic Range Plane Stress Problem Enthalten in Computational mechanics Springer-Verlag, 1986 2(1987), 1 vom: März, Seite 26-30 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:2 year:1987 number:1 month:03 pages:26-30 https://doi.org/10.1007/BF00282041 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 2 1987 1 03 26-30 |
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10.1007/BF00282041 doi (DE-627)OLC2054900168 (DE-He213)BF00282041-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Pian, T. H. H. verfasserin aut Mechanical sublayer model for elastic-plastic analyses 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1987 Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. Information Theory Plane Stress Stress Problem Plastic Range Plane Stress Problem Enthalten in Computational mechanics Springer-Verlag, 1986 2(1987), 1 vom: März, Seite 26-30 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:2 year:1987 number:1 month:03 pages:26-30 https://doi.org/10.1007/BF00282041 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 2 1987 1 03 26-30 |
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10.1007/BF00282041 doi (DE-627)OLC2054900168 (DE-He213)BF00282041-p DE-627 ger DE-627 rakwb eng 530 004 VZ 11 ssgn Pian, T. H. H. verfasserin aut Mechanical sublayer model for elastic-plastic analyses 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1987 Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. Information Theory Plane Stress Stress Problem Plastic Range Plane Stress Problem Enthalten in Computational mechanics Springer-Verlag, 1986 2(1987), 1 vom: März, Seite 26-30 (DE-627)130635170 (DE-600)799787-5 (DE-576)016140648 0178-7675 nnns volume:2 year:1987 number:1 month:03 pages:26-30 https://doi.org/10.1007/BF00282041 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY SSG-OLC-MAT GBV_ILN_23 GBV_ILN_30 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_2012 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4313 AR 2 1987 1 03 26-30 |
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Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. © Springer-Verlag 1987 |
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Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. © Springer-Verlag 1987 |
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Abstract Strain-hardening behavior for plane stress problems is modeled by a panel with n layers, the first (n - 1) layers are elastic-perfectly-plastic under Mises-Hencky condition, each with different yield stress, and the n-th layer is elastic. Equivalent incremental stress-strain relations for the panel can be obtained. The resulting uniaxial stress-strain curve contains n segments. Those segments in the plastic range are not straight lines. © Springer-Verlag 1987 |
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