Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel
An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value...
Gespeichert in:
Veröffentlicht in: | Journal of engineering mechanics 1996-06, Vol.122 (6), p.575-579 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 579 |
---|---|
container_issue | 6 |
container_start_page | 575 |
container_title | Journal of engineering mechanics |
container_volume | 122 |
creator | Chandrashekhara, K Rao, K. S. Nanjunda |
description | An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution. |
doi_str_mv | 10.1061/(ASCE)0733-9399(1996)122:6(575) |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_26231733</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>26231733</sourcerecordid><originalsourceid>FETCH-LOGICAL-a409t-5f83ff1cf362ff852399d75620217f4863adeeca38954b1d8b1a22244cfa4e783</originalsourceid><addsrcrecordid>eNp9kE1PAjEURRujiYj-hy6MwmK0HzOd1oUJGfErKCZg4q4ppZXiMIMtLPj3dgRZ2s3r4uS--w4AlxhdYcTwdac3KvpdlFOaCCpEBwvBupiQG9bJ8qx7AFpYpDTJOReHoLXnjsFJCHOEcMoEa4F-r1LlJrgAawsVHNTVJxzPnP6CQ7-a1StfL52GhfN6XSoPi03pqql3WpVwNDNlCd9UZcpTcGRVGczZbrbB-31_XDwmg-HDU9EbJCpFYpVkllNrsbaUEWt5RmKfaZ4xggjObcoZVVNjtKJcZOkET_kEK0JImmqrUpNz2gYX29ylr7_XJqzkwgUda8QS9TpIwgjF8dII3m5B7esQvLFy6d1C-Y3ESDb6pGz0yUaLbLTIRp-M-iSTUV8MON9tUiEea72qtAv7FIo4Q6gp9LHFImXkvF77qDPI5_7ry90YRcuEoOZFGMXY3z_-q_B_gx98pIfk</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>26231733</pqid></control><display><type>article</type><title>Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Chandrashekhara, K ; Rao, K. S. Nanjunda</creator><creatorcontrib>Chandrashekhara, K ; Rao, K. S. Nanjunda</creatorcontrib><description>An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)0733-9399(1996)122:6(575)</identifier><identifier>CODEN: JENMDT</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Exact sciences and technology ; Fundamental areas of phenomenology (including applications) ; Physics ; Solid mechanics ; Static elasticity ; Static elasticity (thermoelasticity...) ; Structural and continuum mechanics ; TECHNICAL NOTES</subject><ispartof>Journal of engineering mechanics, 1996-06, Vol.122 (6), p.575-579</ispartof><rights>Copyright © 1996 American Society of Civil Engineers</rights><rights>1996 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a409t-5f83ff1cf362ff852399d75620217f4863adeeca38954b1d8b1a22244cfa4e783</citedby><cites>FETCH-LOGICAL-a409t-5f83ff1cf362ff852399d75620217f4863adeeca38954b1d8b1a22244cfa4e783</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9399(1996)122:6(575)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9399(1996)122:6(575)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,75939,75947</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=3086008$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Chandrashekhara, K</creatorcontrib><creatorcontrib>Rao, K. S. Nanjunda</creatorcontrib><title>Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel</title><title>Journal of engineering mechanics</title><description>An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution.</description><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Static elasticity</subject><subject>Static elasticity (thermoelasticity...)</subject><subject>Structural and continuum mechanics</subject><subject>TECHNICAL NOTES</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1996</creationdate><recordtype>article</recordtype><recordid>eNp9kE1PAjEURRujiYj-hy6MwmK0HzOd1oUJGfErKCZg4q4ppZXiMIMtLPj3dgRZ2s3r4uS--w4AlxhdYcTwdac3KvpdlFOaCCpEBwvBupiQG9bJ8qx7AFpYpDTJOReHoLXnjsFJCHOEcMoEa4F-r1LlJrgAawsVHNTVJxzPnP6CQ7-a1StfL52GhfN6XSoPi03pqql3WpVwNDNlCd9UZcpTcGRVGczZbrbB-31_XDwmg-HDU9EbJCpFYpVkllNrsbaUEWt5RmKfaZ4xggjObcoZVVNjtKJcZOkET_kEK0JImmqrUpNz2gYX29ylr7_XJqzkwgUda8QS9TpIwgjF8dII3m5B7esQvLFy6d1C-Y3ESDb6pGz0yUaLbLTIRp-M-iSTUV8MON9tUiEea72qtAv7FIo4Q6gp9LHFImXkvF77qDPI5_7ry90YRcuEoOZFGMXY3z_-q_B_gx98pIfk</recordid><startdate>19960601</startdate><enddate>19960601</enddate><creator>Chandrashekhara, K</creator><creator>Rao, K. S. Nanjunda</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>19960601</creationdate><title>Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel</title><author>Chandrashekhara, K ; Rao, K. S. Nanjunda</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a409t-5f83ff1cf362ff852399d75620217f4863adeeca38954b1d8b1a22244cfa4e783</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1996</creationdate><topic>Exact sciences and technology</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Physics</topic><topic>Solid mechanics</topic><topic>Static elasticity</topic><topic>Static elasticity (thermoelasticity...)</topic><topic>Structural and continuum mechanics</topic><topic>TECHNICAL NOTES</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chandrashekhara, K</creatorcontrib><creatorcontrib>Rao, K. S. Nanjunda</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chandrashekhara, K</au><au>Rao, K. S. Nanjunda</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel</atitle><jtitle>Journal of engineering mechanics</jtitle><date>1996-06-01</date><risdate>1996</risdate><volume>122</volume><issue>6</issue><spage>575</spage><epage>579</epage><pages>575-579</pages><issn>0733-9399</issn><eissn>1943-7889</eissn><coden>JENMDT</coden><abstract>An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9399(1996)122:6(575)</doi><tpages>5</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0733-9399 |
ispartof | Journal of engineering mechanics, 1996-06, Vol.122 (6), p.575-579 |
issn | 0733-9399 1943-7889 |
language | eng |
recordid | cdi_proquest_miscellaneous_26231733 |
source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Static elasticity Static elasticity (thermoelasticity...) Structural and continuum mechanics TECHNICAL NOTES |
title | Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-28T01%3A24%3A42IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Analysis%20of%20a%20Long%20Thick%20Orthotropic%20Circular%20Cylindrical%20Shell%20Panel&rft.jtitle=Journal%20of%20engineering%20mechanics&rft.au=Chandrashekhara,%20K&rft.date=1996-06-01&rft.volume=122&rft.issue=6&rft.spage=575&rft.epage=579&rft.pages=575-579&rft.issn=0733-9399&rft.eissn=1943-7889&rft.coden=JENMDT&rft_id=info:doi/10.1061/(ASCE)0733-9399(1996)122:6(575)&rft_dat=%3Cproquest_cross%3E26231733%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=26231733&rft_id=info:pmid/&rfr_iscdi=true |