Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2
Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photo...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jullien, J. F. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1975 |
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| Schlagwörter: |
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| Anmerkung: |
© Society for Experimental Mechanics, Inc. 1975 |
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| Übergeordnetes Werk: |
Enthalten in: Experimental mechanics - Kluwer Academic Publishers, 1961, 15(1975), 12 vom: Dez., Seite 471-475 |
|---|---|
| Übergeordnetes Werk: |
volume:15 ; year:1975 ; number:12 ; month:12 ; pages:471-475 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF02318362 |
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OLC2058153669 |
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| 520 | |a Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. | ||
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10.1007/BF02318362 doi (DE-627)OLC2058153669 (DE-He213)BF02318362-p DE-627 ger DE-627 rakwb eng 690 VZ Jullien, J. F. verfasserin aut Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2 1975 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1975 Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. Mechanical Engineer Fluid Dynamics Reactor Building Photoelastic Model Photoelastic Material Cubaud, J. C. aut Morel, A. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 15(1975), 12 vom: Dez., Seite 471-475 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:15 year:1975 number:12 month:12 pages:471-475 https://doi.org/10.1007/BF02318362 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 AR 15 1975 12 12 471-475 |
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10.1007/BF02318362 doi (DE-627)OLC2058153669 (DE-He213)BF02318362-p DE-627 ger DE-627 rakwb eng 690 VZ Jullien, J. F. verfasserin aut Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2 1975 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1975 Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. Mechanical Engineer Fluid Dynamics Reactor Building Photoelastic Model Photoelastic Material Cubaud, J. C. aut Morel, A. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 15(1975), 12 vom: Dez., Seite 471-475 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:15 year:1975 number:12 month:12 pages:471-475 https://doi.org/10.1007/BF02318362 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 AR 15 1975 12 12 471-475 |
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10.1007/BF02318362 doi (DE-627)OLC2058153669 (DE-He213)BF02318362-p DE-627 ger DE-627 rakwb eng 690 VZ Jullien, J. F. verfasserin aut Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2 1975 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1975 Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. Mechanical Engineer Fluid Dynamics Reactor Building Photoelastic Model Photoelastic Material Cubaud, J. C. aut Morel, A. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 15(1975), 12 vom: Dez., Seite 471-475 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:15 year:1975 number:12 month:12 pages:471-475 https://doi.org/10.1007/BF02318362 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 AR 15 1975 12 12 471-475 |
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10.1007/BF02318362 doi (DE-627)OLC2058153669 (DE-He213)BF02318362-p DE-627 ger DE-627 rakwb eng 690 VZ Jullien, J. F. verfasserin aut Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2 1975 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1975 Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. Mechanical Engineer Fluid Dynamics Reactor Building Photoelastic Model Photoelastic Material Cubaud, J. C. aut Morel, A. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 15(1975), 12 vom: Dez., Seite 471-475 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:15 year:1975 number:12 month:12 pages:471-475 https://doi.org/10.1007/BF02318362 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 AR 15 1975 12 12 471-475 |
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10.1007/BF02318362 doi (DE-627)OLC2058153669 (DE-He213)BF02318362-p DE-627 ger DE-627 rakwb eng 690 VZ Jullien, J. F. verfasserin aut Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2 1975 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1975 Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. Mechanical Engineer Fluid Dynamics Reactor Building Photoelastic Model Photoelastic Material Cubaud, J. C. aut Morel, A. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 15(1975), 12 vom: Dez., Seite 471-475 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:15 year:1975 number:12 month:12 pages:471-475 https://doi.org/10.1007/BF02318362 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 AR 15 1975 12 12 471-475 |
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Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. © Society for Experimental Mechanics, Inc. 1975 |
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Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. © Society for Experimental Mechanics, Inc. 1975 |
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Abstract The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. © Society for Experimental Mechanics, Inc. 1975 |
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10.1007/BF02318362 |
| up_date |
2024-07-03T17:54:07.122Z |
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