Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads
Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results i...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhong-rong, Niu [verfasserIn] |
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| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1993 |
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| Anmerkung: |
© Shanghai University of Technology (SUT) 1993 |
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| Übergeordnetes Werk: |
Enthalten in: Ying yong shu xue he li xue / English edition - Kluwer Academic Publishers, 1980, 14(1993), 11 vom: Nov., Seite 1023-1031 |
|---|---|
| Übergeordnetes Werk: |
volume:14 ; year:1993 ; number:11 ; month:11 ; pages:1023-1031 |
| Links: |
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| DOI / URN: |
10.1007/BF02476551 |
|---|
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OLC2042841080 |
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| 520 | |a Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. | ||
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10.1007/BF02476551 doi (DE-627)OLC2042841080 (DE-He213)BF02476551-p DE-627 ger DE-627 rakwb eng 510 VZ Zhong-rong, Niu verfasserin aut Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads 1993 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1993 Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 14(1993), 11 vom: Nov., Seite 1023-1031 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:14 year:1993 number:11 month:11 pages:1023-1031 https://doi.org/10.1007/BF02476551 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4193 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 14 1993 11 11 1023-1031 |
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10.1007/BF02476551 doi (DE-627)OLC2042841080 (DE-He213)BF02476551-p DE-627 ger DE-627 rakwb eng 510 VZ Zhong-rong, Niu verfasserin aut Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads 1993 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1993 Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 14(1993), 11 vom: Nov., Seite 1023-1031 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:14 year:1993 number:11 month:11 pages:1023-1031 https://doi.org/10.1007/BF02476551 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4193 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 14 1993 11 11 1023-1031 |
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10.1007/BF02476551 doi (DE-627)OLC2042841080 (DE-He213)BF02476551-p DE-627 ger DE-627 rakwb eng 510 VZ Zhong-rong, Niu verfasserin aut Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads 1993 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1993 Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 14(1993), 11 vom: Nov., Seite 1023-1031 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:14 year:1993 number:11 month:11 pages:1023-1031 https://doi.org/10.1007/BF02476551 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4193 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 14 1993 11 11 1023-1031 |
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10.1007/BF02476551 doi (DE-627)OLC2042841080 (DE-He213)BF02476551-p DE-627 ger DE-627 rakwb eng 510 VZ Zhong-rong, Niu verfasserin aut Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads 1993 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1993 Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 14(1993), 11 vom: Nov., Seite 1023-1031 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:14 year:1993 number:11 month:11 pages:1023-1031 https://doi.org/10.1007/BF02476551 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4193 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 14 1993 11 11 1023-1031 |
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10.1007/BF02476551 doi (DE-627)OLC2042841080 (DE-He213)BF02476551-p DE-627 ger DE-627 rakwb eng 510 VZ Zhong-rong, Niu verfasserin aut Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads 1993 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1993 Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 14(1993), 11 vom: Nov., Seite 1023-1031 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:14 year:1993 number:11 month:11 pages:1023-1031 https://doi.org/10.1007/BF02476551 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4193 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 14 1993 11 11 1023-1031 |
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nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads |
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Nonlinear bending of the shallow spherical shells with variable thickness under axisymmetrical loads |
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Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. © Shanghai University of Technology (SUT) 1993 |
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Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. © Shanghai University of Technology (SUT) 1993 |
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Abstract Based on the differential equation of the nonlinear bending of shallow spherical shells with variable thickness under axisymmetrical loads, this paper studies the numerical solution of the nonlinear differential equation by means of interpolating matrix method. The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces. © Shanghai University of Technology (SUT) 1993 |
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The analysis of the results indicates that the suggested method is easy to implement and obtains the same high accuracy for both the displacements and the internal forces.</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Ying yong shu xue he li xue / English edition</subfield><subfield code="d">Kluwer Academic Publishers, 1980</subfield><subfield code="g">14(1993), 11 vom: Nov., Seite 1023-1031</subfield><subfield code="w">(DE-627)130523747</subfield><subfield code="w">(DE-600)770632-7</subfield><subfield code="w">(DE-576)016095987</subfield><subfield code="x">0253-4827</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:14</subfield><subfield code="g">year:1993</subfield><subfield code="g">number:11</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:1023-1031</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02476551</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4103</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4193</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4310</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">14</subfield><subfield code="j">1993</subfield><subfield code="e">11</subfield><subfield code="c">11</subfield><subfield code="h">1023-1031</subfield></datafield></record></collection>
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