Effect of radial reaction force on the bending of circular plates resting on a ring support
In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin ci...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Huang, Yong [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016transfer abstract |
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| Schlagwörter: |
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| Umfang: |
11 |
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| Übergeordnetes Werk: |
Enthalten in: Evaluation of color changes in PV modules using reflectance measurements - Rosillo, F.G. ELSEVIER, 2018, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:119 ; year:2016 ; pages:197-207 ; extent:11 |
| Links: |
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| DOI / URN: |
10.1016/j.ijmecsci.2016.10.014 |
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ELV019873409 |
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| 520 | |a In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. | ||
| 520 | |a In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. | ||
| 650 | 7 | |a Radial reaction force |2 Elsevier | |
| 650 | 7 | |a Circular plate |2 Elsevier | |
| 650 | 7 | |a Deflection |2 Elsevier | |
| 650 | 7 | |a Thin plate |2 Elsevier | |
| 650 | 7 | |a Load-deflection relation |2 Elsevier | |
| 700 | 1 | |a Li, Xian-Fang |4 oth | |
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10.1016/j.ijmecsci.2016.10.014 doi GBV00000000000049A.pica (DE-627)ELV019873409 (ELSEVIER)S0020-7403(16)30488-X DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 52.56 bkl Huang, Yong verfasserin aut Effect of radial reaction force on the bending of circular plates resting on a ring support 2016transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. Radial reaction force Elsevier Circular plate Elsevier Deflection Elsevier Thin plate Elsevier Load-deflection relation Elsevier Li, Xian-Fang oth Enthalten in Elsevier Science Rosillo, F.G. ELSEVIER Evaluation of color changes in PV modules using reflectance measurements 2018 Amsterdam [u.a.] (DE-627)ELV001316990 volume:119 year:2016 pages:197-207 extent:11 https://doi.org/10.1016/j.ijmecsci.2016.10.014 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 52.56 Regenerative Energieformen alternative Energieformen VZ AR 119 2016 197-207 11 045F 530 |
| spelling |
10.1016/j.ijmecsci.2016.10.014 doi GBV00000000000049A.pica (DE-627)ELV019873409 (ELSEVIER)S0020-7403(16)30488-X DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 52.56 bkl Huang, Yong verfasserin aut Effect of radial reaction force on the bending of circular plates resting on a ring support 2016transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. Radial reaction force Elsevier Circular plate Elsevier Deflection Elsevier Thin plate Elsevier Load-deflection relation Elsevier Li, Xian-Fang oth Enthalten in Elsevier Science Rosillo, F.G. ELSEVIER Evaluation of color changes in PV modules using reflectance measurements 2018 Amsterdam [u.a.] (DE-627)ELV001316990 volume:119 year:2016 pages:197-207 extent:11 https://doi.org/10.1016/j.ijmecsci.2016.10.014 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 52.56 Regenerative Energieformen alternative Energieformen VZ AR 119 2016 197-207 11 045F 530 |
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10.1016/j.ijmecsci.2016.10.014 doi GBV00000000000049A.pica (DE-627)ELV019873409 (ELSEVIER)S0020-7403(16)30488-X DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 52.56 bkl Huang, Yong verfasserin aut Effect of radial reaction force on the bending of circular plates resting on a ring support 2016transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. Radial reaction force Elsevier Circular plate Elsevier Deflection Elsevier Thin plate Elsevier Load-deflection relation Elsevier Li, Xian-Fang oth Enthalten in Elsevier Science Rosillo, F.G. ELSEVIER Evaluation of color changes in PV modules using reflectance measurements 2018 Amsterdam [u.a.] (DE-627)ELV001316990 volume:119 year:2016 pages:197-207 extent:11 https://doi.org/10.1016/j.ijmecsci.2016.10.014 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 52.56 Regenerative Energieformen alternative Energieformen VZ AR 119 2016 197-207 11 045F 530 |
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10.1016/j.ijmecsci.2016.10.014 doi GBV00000000000049A.pica (DE-627)ELV019873409 (ELSEVIER)S0020-7403(16)30488-X DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 52.56 bkl Huang, Yong verfasserin aut Effect of radial reaction force on the bending of circular plates resting on a ring support 2016transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. Radial reaction force Elsevier Circular plate Elsevier Deflection Elsevier Thin plate Elsevier Load-deflection relation Elsevier Li, Xian-Fang oth Enthalten in Elsevier Science Rosillo, F.G. ELSEVIER Evaluation of color changes in PV modules using reflectance measurements 2018 Amsterdam [u.a.] (DE-627)ELV001316990 volume:119 year:2016 pages:197-207 extent:11 https://doi.org/10.1016/j.ijmecsci.2016.10.014 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 52.56 Regenerative Energieformen alternative Energieformen VZ AR 119 2016 197-207 11 045F 530 |
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10.1016/j.ijmecsci.2016.10.014 doi GBV00000000000049A.pica (DE-627)ELV019873409 (ELSEVIER)S0020-7403(16)30488-X DE-627 ger DE-627 rakwb eng 530 530 DE-600 530 VZ 52.56 bkl Huang, Yong verfasserin aut Effect of radial reaction force on the bending of circular plates resting on a ring support 2016transfer abstract 11 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. Radial reaction force Elsevier Circular plate Elsevier Deflection Elsevier Thin plate Elsevier Load-deflection relation Elsevier Li, Xian-Fang oth Enthalten in Elsevier Science Rosillo, F.G. ELSEVIER Evaluation of color changes in PV modules using reflectance measurements 2018 Amsterdam [u.a.] (DE-627)ELV001316990 volume:119 year:2016 pages:197-207 extent:11 https://doi.org/10.1016/j.ijmecsci.2016.10.014 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 52.56 Regenerative Energieformen alternative Energieformen VZ AR 119 2016 197-207 11 045F 530 |
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Enthalten in Evaluation of color changes in PV modules using reflectance measurements Amsterdam [u.a.] volume:119 year:2016 pages:197-207 extent:11 |
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Enthalten in Evaluation of color changes in PV modules using reflectance measurements Amsterdam [u.a.] volume:119 year:2016 pages:197-207 extent:11 |
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Evaluation of color changes in PV modules using reflectance measurements |
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Evaluation of color changes in PV modules using reflectance measurements |
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Evaluation of color changes in PV modules using reflectance measurements |
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effect of radial reaction force on the bending of circular plates resting on a ring support |
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Effect of radial reaction force on the bending of circular plates resting on a ring support |
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In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. |
| abstractGer |
In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. |
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In the classical analysis of bending of a circular plate resting on simple support when subjected to transverse loading, the effect of the radial component of the reaction force is often neglected. This paper analyzes the effect of the radial component of the reaction force on the bending of thin circular plates using the Kirchhoff plate theory. A nonclassical axisymmetric bending problem is studied. By solving the governing equation based on linearization of nonlinear theory of elasticity, two typical cases including uniformly distributed loading over a plate surface and a concentrated force at the plate center are considered. Expressions for the large- and small-scale deflection and rotation are obtained and a non-linear load-deflection relation is given. When neglecting the radial reaction force, a linearized model is reduced and its solution coincides with that of classical thin circular plates. The deflection and load-deflection response curve are graphically presented for centrally-loaded and uniformly-loaded circular plates, respectively. A comparison of the deflections with and without the radial reaction force is made. Obtained results are useful in safety design of linear and non-linear plates under complicated loading. |
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