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Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates
This paper reports a research study that investigated buckling of stiffened rectangular isotropic plates elastically restrained along all the edges (CCCC) under uniaxial in-plane load, using the work principle approach. The stiffeners were assumed to be rigidly connected to the plate. Analyses for c...
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Published in: | International Journal of Applied Mechanics and Engineering 2020-12, Vol.25 (4), p.84-95 |
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description | This paper reports a research study that investigated buckling of stiffened rectangular isotropic plates elastically restrained along all the edges (CCCC) under uniaxial in-plane load, using the work principle approach. The stiffeners were assumed to be rigidly connected to the plate. Analyses for critical buckling of stiffened plates were carried out by varying parameters, such as the number of stiffeners, stiffness properties and aspect ratios. The study involved a theoretical derivation of a peculiar shape function by applying the boundary conditions of the plate on Taylor Maclaurin’s displacement function and substituted on buckling equation derived to obtain buckling solutions. The present solutions were validated using a trigonometric function in the energy method from previous works. Coefficients,
, were compared for various numbers of stiffeners and the maximum percentage difference obtained within the range of aspect ratios of
to
is shown in Figs 2 - 7. A number of numerical examples were presented to demonstrate the accuracy and convergence of the current solutions. |
doi_str_mv | 10.2478/ijame-2020-0051 |
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, were compared for various numbers of stiffeners and the maximum percentage difference obtained within the range of aspect ratios of
to
is shown in Figs 2 - 7. A number of numerical examples were presented to demonstrate the accuracy and convergence of the current solutions.</description><identifier>ISSN: 1734-4492</identifier><identifier>EISSN: 2353-9003</identifier><identifier>DOI: 10.2478/ijame-2020-0051</identifier><language>eng</language><publisher>Zielona Góra: Sciendo</publisher><subject>Aspect ratio ; Boundary conditions ; buckling ; Elastic analysis ; Elastic buckling ; Energy methods ; governing equation ; Plates ; polynomial function ; Shape functions ; Stiffeners ; Stiffness ; Trigonometric functions ; uniaxially stiffened plate ; work principle method</subject><ispartof>International Journal of Applied Mechanics and Engineering, 2020-12, Vol.25 (4), p.84-95</ispartof><rights>2020. This work is published under http://creativecommons.org/licenses/by/4.0 (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3444-733d5ed2db85b0cf86f6a2ff53e54e70e6f7cd08b1b21aacc6d32dc34431bb1c3</citedby><cites>FETCH-LOGICAL-c3444-733d5ed2db85b0cf86f6a2ff53e54e70e6f7cd08b1b21aacc6d32dc34431bb1c3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,864,2102,27924,27925</link.rule.ids></links><search><creatorcontrib>Ibeabuchi, V.T.</creatorcontrib><creatorcontrib>Ibearugbulem, O.M.</creatorcontrib><creatorcontrib>Ezeah, C.</creatorcontrib><creatorcontrib>Ugwu, O.O.</creatorcontrib><title>Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates</title><title>International Journal of Applied Mechanics and Engineering</title><description>This paper reports a research study that investigated buckling of stiffened rectangular isotropic plates elastically restrained along all the edges (CCCC) under uniaxial in-plane load, using the work principle approach. The stiffeners were assumed to be rigidly connected to the plate. Analyses for critical buckling of stiffened plates were carried out by varying parameters, such as the number of stiffeners, stiffness properties and aspect ratios. The study involved a theoretical derivation of a peculiar shape function by applying the boundary conditions of the plate on Taylor Maclaurin’s displacement function and substituted on buckling equation derived to obtain buckling solutions. The present solutions were validated using a trigonometric function in the energy method from previous works. Coefficients,
, were compared for various numbers of stiffeners and the maximum percentage difference obtained within the range of aspect ratios of
to
is shown in Figs 2 - 7. A number of numerical examples were presented to demonstrate the accuracy and convergence of the current solutions.</description><subject>Aspect ratio</subject><subject>Boundary conditions</subject><subject>buckling</subject><subject>Elastic analysis</subject><subject>Elastic buckling</subject><subject>Energy methods</subject><subject>governing equation</subject><subject>Plates</subject><subject>polynomial function</subject><subject>Shape functions</subject><subject>Stiffeners</subject><subject>Stiffness</subject><subject>Trigonometric functions</subject><subject>uniaxially stiffened plate</subject><subject>work principle method</subject><issn>1734-4492</issn><issn>2353-9003</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNp1kUtrWzEQhUVJocbNutsLXd9Ez_uAbFKTpIZAStusxUgaGTmy5UrXJP73leOSrKrNSMOcb9A5hHxh9ILLfrgMa9hgyymnLaWKfSAzLpRoR0rFGZmxXshWypF_IuelBENrY1CMqhn5eROhTME23_b2KYbtqrneQjyUUJrkm8dtgJcAMR6aRdrsMpaCrlnU0_yagve4rc9lSVNOu8r4EWHC8pl89BALnv-rc_J4e_N78b29f7hbLq7vWyuklG0vhFPouDODMtT6ofMdcO-VQCWxp9j53jo6GGY4A7C2c4K7o1YwY5gVc7I8cV2Ctd7lsIF80AmCfm2kvNKQ69ciamkU4xwl56CkGRH86EfbUys7NXrPK-vribXL6c8ey6TXaZ-rE0Vz2clqV1c9m5PL05TNqZSM_m0ro_qYg37NQR9z0MccquLqpHiGOGF2uMr7Q7284_-j5EoOUvwFbtWPsA</recordid><startdate>20201201</startdate><enddate>20201201</enddate><creator>Ibeabuchi, V.T.</creator><creator>Ibearugbulem, O.M.</creator><creator>Ezeah, C.</creator><creator>Ugwu, O.O.</creator><general>Sciendo</general><general>University of Zielona Góra, Institute of Mechanical Engineering</general><general>University of Zielona Góra</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>DOA</scope></search><sort><creationdate>20201201</creationdate><title>Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates</title><author>Ibeabuchi, V.T. ; Ibearugbulem, O.M. ; Ezeah, C. ; Ugwu, O.O.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3444-733d5ed2db85b0cf86f6a2ff53e54e70e6f7cd08b1b21aacc6d32dc34431bb1c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Aspect ratio</topic><topic>Boundary conditions</topic><topic>buckling</topic><topic>Elastic analysis</topic><topic>Elastic buckling</topic><topic>Energy methods</topic><topic>governing equation</topic><topic>Plates</topic><topic>polynomial function</topic><topic>Shape functions</topic><topic>Stiffeners</topic><topic>Stiffness</topic><topic>Trigonometric functions</topic><topic>uniaxially stiffened plate</topic><topic>work principle method</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ibeabuchi, V.T.</creatorcontrib><creatorcontrib>Ibearugbulem, O.M.</creatorcontrib><creatorcontrib>Ezeah, C.</creatorcontrib><creatorcontrib>Ugwu, O.O.</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>International Journal of Applied Mechanics and Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ibeabuchi, V.T.</au><au>Ibearugbulem, O.M.</au><au>Ezeah, C.</au><au>Ugwu, O.O.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates</atitle><jtitle>International Journal of Applied Mechanics and Engineering</jtitle><date>2020-12-01</date><risdate>2020</risdate><volume>25</volume><issue>4</issue><spage>84</spage><epage>95</epage><pages>84-95</pages><issn>1734-4492</issn><eissn>2353-9003</eissn><abstract>This paper reports a research study that investigated buckling of stiffened rectangular isotropic plates elastically restrained along all the edges (CCCC) under uniaxial in-plane load, using the work principle approach. The stiffeners were assumed to be rigidly connected to the plate. Analyses for critical buckling of stiffened plates were carried out by varying parameters, such as the number of stiffeners, stiffness properties and aspect ratios. The study involved a theoretical derivation of a peculiar shape function by applying the boundary conditions of the plate on Taylor Maclaurin’s displacement function and substituted on buckling equation derived to obtain buckling solutions. The present solutions were validated using a trigonometric function in the energy method from previous works. Coefficients,
, were compared for various numbers of stiffeners and the maximum percentage difference obtained within the range of aspect ratios of
to
is shown in Figs 2 - 7. A number of numerical examples were presented to demonstrate the accuracy and convergence of the current solutions.</abstract><cop>Zielona Góra</cop><pub>Sciendo</pub><doi>10.2478/ijame-2020-0051</doi><tpages>12</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Aspect ratio Boundary conditions buckling Elastic analysis Elastic buckling Energy methods governing equation Plates polynomial function Shape functions Stiffeners Stiffness Trigonometric functions uniaxially stiffened plate work principle method |
title | Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates |
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