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A refined mixed global–local finite element model for bending analysis of multi-layered rectangular composite beams with small widths
A refined global–local finite element model is presented based on a mixed C1-continous formulation for bending analysis of laminated composite rectangular beams with small widths. Formulation of the present beam element that is free of shear locking, ensures continuity conditions of the displacement...
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Published in: | Thin-walled structures 2011-02, Vol.49 (2), p.351-362 |
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container_title | Thin-walled structures |
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creator | Lezgy-Nazargah, M. Beheshti-Aval, S.B. Shariyat, M. |
description | A refined global–local finite element model is presented based on a mixed C1-continous formulation for bending analysis of laminated composite rectangular beams with small widths. Formulation of the present beam element that is free of shear locking, ensures continuity conditions of the displacements and transverse shear stresses at the interfaces, satisfies the non-homogenous shear tractions on the upper and lower surfaces of the beam, and its number of unknowns is independent of the number of layers. Comparisons made with previous results and results of the 3D theory of elasticity confirm accuracy of the presented formulation for the thin and relatively thick beams. |
doi_str_mv | 10.1016/j.tws.2010.09.027 |
format | article |
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Formulation of the present beam element that is free of shear locking, ensures continuity conditions of the displacements and transverse shear stresses at the interfaces, satisfies the non-homogenous shear tractions on the upper and lower surfaces of the beam, and its number of unknowns is independent of the number of layers. Comparisons made with previous results and results of the 3D theory of elasticity confirm accuracy of the presented formulation for the thin and relatively thick beams.</description><identifier>ISSN: 0263-8231</identifier><identifier>EISSN: 1879-3223</identifier><identifier>DOI: 10.1016/j.tws.2010.09.027</identifier><identifier>CODEN: TWASDE</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Beams (structural) ; Bending ; Composite multi-layer beams ; Exact sciences and technology ; Finite element ; Finite element method ; Fundamental areas of phenomenology (including applications) ; Mathematical analysis ; Mathematical models ; Mixed global–local ; Non-homogenous shear traction ; Physics ; Shear ; Shear stress ; Solid mechanics ; Static elasticity (thermoelasticity...) ; Structural and continuum mechanics ; Traction ; Transverse shear stress continuity</subject><ispartof>Thin-walled structures, 2011-02, Vol.49 (2), p.351-362</ispartof><rights>2010 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c289t-a8cb412d1c22837a1c1061d89dc34f9a70aa997986df25a30f9065f694f37fef3</citedby><cites>FETCH-LOGICAL-c289t-a8cb412d1c22837a1c1061d89dc34f9a70aa997986df25a30f9065f694f37fef3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781,27905,27906</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23769354$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lezgy-Nazargah, M.</creatorcontrib><creatorcontrib>Beheshti-Aval, S.B.</creatorcontrib><creatorcontrib>Shariyat, M.</creatorcontrib><title>A refined mixed global–local finite element model for bending analysis of multi-layered rectangular composite beams with small widths</title><title>Thin-walled structures</title><description>A refined global–local finite element model is presented based on a mixed C1-continous formulation for bending analysis of laminated composite rectangular beams with small widths. Formulation of the present beam element that is free of shear locking, ensures continuity conditions of the displacements and transverse shear stresses at the interfaces, satisfies the non-homogenous shear tractions on the upper and lower surfaces of the beam, and its number of unknowns is independent of the number of layers. Comparisons made with previous results and results of the 3D theory of elasticity confirm accuracy of the presented formulation for the thin and relatively thick beams.</description><subject>Beams (structural)</subject><subject>Bending</subject><subject>Composite multi-layer beams</subject><subject>Exact sciences and technology</subject><subject>Finite element</subject><subject>Finite element method</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Mixed global–local</subject><subject>Non-homogenous shear traction</subject><subject>Physics</subject><subject>Shear</subject><subject>Shear stress</subject><subject>Solid mechanics</subject><subject>Static elasticity (thermoelasticity...)</subject><subject>Structural and continuum mechanics</subject><subject>Traction</subject><subject>Transverse shear stress continuity</subject><issn>0263-8231</issn><issn>1879-3223</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp9kMtuEzEUhi0EEqHlAdh5g1hN6stkZixWVUVppUpsYG2d2MepI1-CPaFkx44H4A37JDhNxZKNj338n8_yR8g7zpac8eFiu5wf6lKwdmZqycT4giz4NKpOCiFfkgUTg-wmIflr8qbWLWN85KpfkN-XtKDzCS2N_mdbNyGvITz--hOygUDblZ-RYsCIaaYxW2zNXOgak_VpQyFBOFRfaXY07sPsuwAHLI1U0MyQNvsAhZocd7keSWuEWOmDn-9pjRBC29r5vp6TVw5CxbfP9Yx8u_709eqmu_vy-fbq8q4zYlJzB5NZ91xYboSY5AjccDZwOylrZO8UjAxAqVFNg3ViBZI5xYaVG1Tv5OjQyTPy4cTdlfx9j3XW0VeDIUDCvK96GvqerdSqb0l-SpqSa22S9K74COWgOdNH53qrm3N9dK6Z0s15m3n_TIfa7LkCyfj6b1DIcVDyif3xlMP21R8ei67GYzJo_dGattn_55W_uhaaqQ</recordid><startdate>20110201</startdate><enddate>20110201</enddate><creator>Lezgy-Nazargah, M.</creator><creator>Beheshti-Aval, S.B.</creator><creator>Shariyat, M.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20110201</creationdate><title>A refined mixed global–local finite element model for bending analysis of multi-layered rectangular composite beams with small widths</title><author>Lezgy-Nazargah, M. ; Beheshti-Aval, S.B. ; Shariyat, M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c289t-a8cb412d1c22837a1c1061d89dc34f9a70aa997986df25a30f9065f694f37fef3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Beams (structural)</topic><topic>Bending</topic><topic>Composite multi-layer beams</topic><topic>Exact sciences and technology</topic><topic>Finite element</topic><topic>Finite element method</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Mixed global–local</topic><topic>Non-homogenous shear traction</topic><topic>Physics</topic><topic>Shear</topic><topic>Shear stress</topic><topic>Solid mechanics</topic><topic>Static elasticity (thermoelasticity...)</topic><topic>Structural and continuum mechanics</topic><topic>Traction</topic><topic>Transverse shear stress continuity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lezgy-Nazargah, M.</creatorcontrib><creatorcontrib>Beheshti-Aval, S.B.</creatorcontrib><creatorcontrib>Shariyat, M.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Thin-walled structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lezgy-Nazargah, M.</au><au>Beheshti-Aval, S.B.</au><au>Shariyat, M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A refined mixed global–local finite element model for bending analysis of multi-layered rectangular composite beams with small widths</atitle><jtitle>Thin-walled structures</jtitle><date>2011-02-01</date><risdate>2011</risdate><volume>49</volume><issue>2</issue><spage>351</spage><epage>362</epage><pages>351-362</pages><issn>0263-8231</issn><eissn>1879-3223</eissn><coden>TWASDE</coden><abstract>A refined global–local finite element model is presented based on a mixed C1-continous formulation for bending analysis of laminated composite rectangular beams with small widths. Formulation of the present beam element that is free of shear locking, ensures continuity conditions of the displacements and transverse shear stresses at the interfaces, satisfies the non-homogenous shear tractions on the upper and lower surfaces of the beam, and its number of unknowns is independent of the number of layers. Comparisons made with previous results and results of the 3D theory of elasticity confirm accuracy of the presented formulation for the thin and relatively thick beams.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.tws.2010.09.027</doi><tpages>12</tpages></addata></record> |
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subjects | Beams (structural) Bending Composite multi-layer beams Exact sciences and technology Finite element Finite element method Fundamental areas of phenomenology (including applications) Mathematical analysis Mathematical models Mixed global–local Non-homogenous shear traction Physics Shear Shear stress Solid mechanics Static elasticity (thermoelasticity...) Structural and continuum mechanics Traction Transverse shear stress continuity |
title | A refined mixed global–local finite element model for bending analysis of multi-layered rectangular composite beams with small widths |
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