Multi-mode nonlinear vibration and large deflection of symmetrically laminated imperfect spherical caps on elastic foundations
A dynamic nonlinear theory for laminated spherical caps is developed with the use of Hamilton's principle. The effects of shear deformation, rotatory inertia, geometrically initial imperfection and elastic foundation are included in the analysis. The governing equations are expressed in terms o...
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Veröffentlicht in: | International journal of mechanical sciences 1992, Vol.34 (6), p.459-474 |
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description | A dynamic nonlinear theory for laminated spherical caps is developed with the use of Hamilton's principle. The effects of shear deformation, rotatory inertia, geometrically initial imperfection and elastic foundation are included in the analysis. The governing equations are expressed in terms of the transverse displacement, stress function and rotation. The solution of a multi-mode Fourier-Bessel series is formulated for the nonlinear flexural free vibration of symmetrically laminated moderately thick spherical caps with flexible supports. The resulting equations for time functions are solved by the method of harmonic balance. The corresponding large deflection problem is treated as a special case. The effects of geometric imperfections and of the elastic foundation are investigated. Numerical results are compared with available data. |
doi_str_mv | 10.1016/0020-7403(92)90012-6 |
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The effects of shear deformation, rotatory inertia, geometrically initial imperfection and elastic foundation are included in the analysis. The governing equations are expressed in terms of the transverse displacement, stress function and rotation. The solution of a multi-mode Fourier-Bessel series is formulated for the nonlinear flexural free vibration of symmetrically laminated moderately thick spherical caps with flexible supports. The resulting equations for time functions are solved by the method of harmonic balance. The corresponding large deflection problem is treated as a special case. The effects of geometric imperfections and of the elastic foundation are investigated. 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The effects of shear deformation, rotatory inertia, geometrically initial imperfection and elastic foundation are included in the analysis. The governing equations are expressed in terms of the transverse displacement, stress function and rotation. The solution of a multi-mode Fourier-Bessel series is formulated for the nonlinear flexural free vibration of symmetrically laminated moderately thick spherical caps with flexible supports. The resulting equations for time functions are solved by the method of harmonic balance. The corresponding large deflection problem is treated as a special case. The effects of geometric imperfections and of the elastic foundation are investigated. Numerical results are compared with available data.</description><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>0020-7403</issn><issn>1879-2162</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1992</creationdate><recordtype>article</recordtype><recordid>eNqNkcGOFCEQhonRxHH1DTxwMEYPvVJ0QzcXE7NZdZM1XvRMaCgUQ0MLPZvMxWeXmdns0Xgiga9-qr4i5CWwS2Ag3zHGWTcOrH-j-FvFGPBOPiI7mEbVcZD8Mdk9IE_Js1p_NWZkot-RP1_2cQvdkh3SlFMMCU2hd2EuZgs5UZMcjab8QOrQR7Sny-xpPSwLbiVYE-OhEUtIZkNHw7Ji8Y2jdf2Jp3dqzVppK8No6hYs9Xmf3Cm-PidPvIkVX9yfF-T7x-tvV5-726-fbq4-3Ha2B7Z1SshhlhLEPDmjzCQ4KjnZuVcCRvBoRN8raUchpYVBTm4aDB_AzzgBMCb7C_L6nLuW_HuPddNLqBZjNAnzvmouRhCyH_4LHCYGDRzOoC251oJeryUsphw0MH3cij4q10flWnF92oo-NvLqPt_U5sYXk2yoD7WijdGGbdj7M4ZNyl3AoqsNmCy6UJpc7XL49z9_AcKGodM</recordid><startdate>1992</startdate><enddate>1992</enddate><creator>Xu, Changshi</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>JG9</scope><scope>7SC</scope><scope>JQ2</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>1992</creationdate><title>Multi-mode nonlinear vibration and large deflection of symmetrically laminated imperfect spherical caps on elastic foundations</title><author>Xu, Changshi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c310t-9564b6615b8da9a852e968cb395171fea53396c7566c1468d84a241fbe8110063</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1992</creationdate><topic>Exact sciences and technology</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Physics</topic><topic>Solid mechanics</topic><topic>Structural and continuum mechanics</topic><topic>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xu, Changshi</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><collection>Computer and Information Systems Abstracts</collection><collection>ProQuest Computer Science Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>International journal of mechanical sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xu, Changshi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Multi-mode nonlinear vibration and large deflection of symmetrically laminated imperfect spherical caps on elastic foundations</atitle><jtitle>International journal of mechanical sciences</jtitle><date>1992</date><risdate>1992</risdate><volume>34</volume><issue>6</issue><spage>459</spage><epage>474</epage><pages>459-474</pages><issn>0020-7403</issn><eissn>1879-2162</eissn><coden>IMSCAW</coden><abstract>A dynamic nonlinear theory for laminated spherical caps is developed with the use of Hamilton's principle. The effects of shear deformation, rotatory inertia, geometrically initial imperfection and elastic foundation are included in the analysis. The governing equations are expressed in terms of the transverse displacement, stress function and rotation. The solution of a multi-mode Fourier-Bessel series is formulated for the nonlinear flexural free vibration of symmetrically laminated moderately thick spherical caps with flexible supports. The resulting equations for time functions are solved by the method of harmonic balance. The corresponding large deflection problem is treated as a special case. The effects of geometric imperfections and of the elastic foundation are investigated. Numerical results are compared with available data.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/0020-7403(92)90012-6</doi><tpages>16</tpages></addata></record> |
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subjects | Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
title | Multi-mode nonlinear vibration and large deflection of symmetrically laminated imperfect spherical caps on elastic foundations |
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