On optimal orientation of nonlinear elastic orthotropic materials
Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solution...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Lellep, J. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1997 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag 1997 |
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| Übergeordnetes Werk: |
Enthalten in: Structural optimization - Springer-Verlag, 1989, 14(1997), 2-3 vom: Okt., Seite 116-120 |
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| Übergeordnetes Werk: |
volume:14 ; year:1997 ; number:2-3 ; month:10 ; pages:116-120 |
| Links: |
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| DOI / URN: |
10.1007/BF01812513 |
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OLC2051761043 |
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10.1007/BF01812513 doi (DE-627)OLC2051761043 (DE-He213)BF01812513-p DE-627 ger DE-627 rakwb eng 510 VZ Lellep, J. verfasserin aut On optimal orientation of nonlinear elastic orthotropic materials 1997 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1997 Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solutions for a linear elastic solid are obtained. The latter may give local as well as global maxima and minima, respectively. Energy Density Civil Engineer Elastic Energy Material Behaviour Global Maximum Majak, J. aut Enthalten in Structural optimization Springer-Verlag, 1989 14(1997), 2-3 vom: Okt., Seite 116-120 (DE-627)130805831 (DE-600)1009587-1 (DE-576)023046716 0934-4373 nnns volume:14 year:1997 number:2-3 month:10 pages:116-120 https://doi.org/10.1007/BF01812513 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4316 GBV_ILN_4319 AR 14 1997 2-3 10 116-120 |
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10.1007/BF01812513 doi (DE-627)OLC2051761043 (DE-He213)BF01812513-p DE-627 ger DE-627 rakwb eng 510 VZ Lellep, J. verfasserin aut On optimal orientation of nonlinear elastic orthotropic materials 1997 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1997 Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solutions for a linear elastic solid are obtained. The latter may give local as well as global maxima and minima, respectively. Energy Density Civil Engineer Elastic Energy Material Behaviour Global Maximum Majak, J. aut Enthalten in Structural optimization Springer-Verlag, 1989 14(1997), 2-3 vom: Okt., Seite 116-120 (DE-627)130805831 (DE-600)1009587-1 (DE-576)023046716 0934-4373 nnns volume:14 year:1997 number:2-3 month:10 pages:116-120 https://doi.org/10.1007/BF01812513 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4316 GBV_ILN_4319 AR 14 1997 2-3 10 116-120 |
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10.1007/BF01812513 doi (DE-627)OLC2051761043 (DE-He213)BF01812513-p DE-627 ger DE-627 rakwb eng 510 VZ Lellep, J. verfasserin aut On optimal orientation of nonlinear elastic orthotropic materials 1997 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1997 Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solutions for a linear elastic solid are obtained. The latter may give local as well as global maxima and minima, respectively. Energy Density Civil Engineer Elastic Energy Material Behaviour Global Maximum Majak, J. aut Enthalten in Structural optimization Springer-Verlag, 1989 14(1997), 2-3 vom: Okt., Seite 116-120 (DE-627)130805831 (DE-600)1009587-1 (DE-576)023046716 0934-4373 nnns volume:14 year:1997 number:2-3 month:10 pages:116-120 https://doi.org/10.1007/BF01812513 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4316 GBV_ILN_4319 AR 14 1997 2-3 10 116-120 |
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Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solutions for a linear elastic solid are obtained. The latter may give local as well as global maxima and minima, respectively. © Springer-Verlag 1997 |
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Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solutions for a linear elastic solid are obtained. The latter may give local as well as global maxima and minima, respectively. © Springer-Verlag 1997 |
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Abstract The problem of minimization (or maximization) of the elastic energy density is solved in the two-dimensional case for a nonlinear elastic solid. The material behaviour is simulated on the basis of a power law stress-strain relation. Closed-form solutions which include corresponding solutions for a linear elastic solid are obtained. The latter may give local as well as global maxima and minima, respectively. © Springer-Verlag 1997 |
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