Study of nonlinear deformation and stability of discretely reinforced elliptic cylindrical shells in transverse bending
A finite-element method for solving problems of nonlinear deformation and stability of nonuniformly discretely reinforced noncircular cylindrical shells is considered. An effective computer algorithm for the study of shells is developed. Stability of stringer cylindrical shells with an elliptical cr...
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Veröffentlicht in: | Journal of applied mechanics and technical physics 2012-03, Vol.53 (2), p.242-245 |
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creator | Zheleznov, L. P. Kabanov, V. V. Boiko, D. V. |
description | A finite-element method for solving problems of nonlinear deformation and stability of nonuniformly discretely reinforced noncircular cylindrical shells is considered. An effective computer algorithm for the study of shells is developed. Stability of stringer cylindrical shells with an elliptical cross section in transverse bending is examined. The effect of ellipticity, nonlinearity of shell deformation at the subcritical stage, reinforcement discreteness, and heterogeneity on shell stability is determined. |
doi_str_mv | 10.1134/S0021894412020125 |
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The effect of ellipticity, nonlinearity of shell deformation at the subcritical stage, reinforcement discreteness, and heterogeneity on shell stability is determined.</description><identifier>ISSN: 0021-8944</identifier><identifier>EISSN: 1573-8620</identifier><identifier>DOI: 10.1134/S0021894412020125</identifier><language>eng</language><publisher>Dordrecht: SP MAIK Nauka/Interperiodica</publisher><subject>Applications of Mathematics ; Classical and Continuum Physics ; Classical Mechanics ; Fluid- and Aerodynamics ; Mathematical Modeling and Industrial Mathematics ; Mechanical Engineering ; Physics ; Physics and Astronomy</subject><ispartof>Journal of applied mechanics and technical physics, 2012-03, Vol.53 (2), p.242-245</ispartof><rights>Pleiades Publishing, Ltd. 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1134/S0021894412020125$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1134/S0021894412020125$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Zheleznov, L. P.</creatorcontrib><creatorcontrib>Kabanov, V. V.</creatorcontrib><creatorcontrib>Boiko, D. V.</creatorcontrib><title>Study of nonlinear deformation and stability of discretely reinforced elliptic cylindrical shells in transverse bending</title><title>Journal of applied mechanics and technical physics</title><addtitle>J Appl Mech Tech Phy</addtitle><description>A finite-element method for solving problems of nonlinear deformation and stability of nonuniformly discretely reinforced noncircular cylindrical shells is considered. An effective computer algorithm for the study of shells is developed. Stability of stringer cylindrical shells with an elliptical cross section in transverse bending is examined. The effect of ellipticity, nonlinearity of shell deformation at the subcritical stage, reinforcement discreteness, and heterogeneity on shell stability is determined.</description><subject>Applications of Mathematics</subject><subject>Classical and Continuum Physics</subject><subject>Classical Mechanics</subject><subject>Fluid- and Aerodynamics</subject><subject>Mathematical Modeling and Industrial Mathematics</subject><subject>Mechanical Engineering</subject><subject>Physics</subject><subject>Physics and Astronomy</subject><issn>0021-8944</issn><issn>1573-8620</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><recordid>eNp9kM1KAzEUhYMoWKsP4C4vMJqfyUxmKcWfQsFFdT1kkpuakmZKkirz9qbWneDqwjnfOVwOQreU3FHK6_s1IYzKrq4pI4xQJs7QjIqWV7Jh5BzNjnZ19C_RVUpbQkgnaTtDX-t8MBMeLQ5j8C6AitiAHeNOZTcGrILBKavBeZd_MOOSjpDBTziCC4XUYDB47_bZaaynUmKi08rj9FHkhF3AOaqQPiEmwAME48LmGl1Y5RPc_N45en96fFu8VKvX5-XiYVVpVpNc1YwLo7m0nENjBtWBloPQQrWtoIpwKcByO1CrpRhq07BiNZ21ljPTMc74HNFTr45jShFsv49up-LUU9Ifl-v_LFcy7JRJhQ0biP12PMRQ3vwn9A2aY3OZ</recordid><startdate>20120301</startdate><enddate>20120301</enddate><creator>Zheleznov, L. 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An effective computer algorithm for the study of shells is developed. Stability of stringer cylindrical shells with an elliptical cross section in transverse bending is examined. The effect of ellipticity, nonlinearity of shell deformation at the subcritical stage, reinforcement discreteness, and heterogeneity on shell stability is determined.</abstract><cop>Dordrecht</cop><pub>SP MAIK Nauka/Interperiodica</pub><doi>10.1134/S0021894412020125</doi><tpages>4</tpages></addata></record> |
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subjects | Applications of Mathematics Classical and Continuum Physics Classical Mechanics Fluid- and Aerodynamics Mathematical Modeling and Industrial Mathematics Mechanical Engineering Physics Physics and Astronomy |
title | Study of nonlinear deformation and stability of discretely reinforced elliptic cylindrical shells in transverse bending |
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