The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip
This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 2010-10, Vol.32 (10), p.3103-3111 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 3111 |
|---|---|
| container_issue | 10 |
| container_start_page | 3103 |
| container_title | Engineering structures |
| container_volume | 32 |
| creator | Schnabl, S. Planinc, I. |
| description | This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible. |
| doi_str_mv | 10.1016/j.engstruct.2010.05.029 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_889417943</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029610002385</els_id><sourcerecordid>889417943</sourcerecordid><originalsourceid>FETCH-LOGICAL-c426t-755413303c322268cfda2648b11e3eb40018a9c3a38a4a6cb5304b55e3eb92563</originalsourceid><addsrcrecordid>eNqFkU1v1DAQhi0EEkvhN-AL4pTFH3HiHKuKL6kSl3K2HGfSncWxF9tp2R_A_8bRVr1ymtH4nefVvCbkPWd7znj36biHcJ9LWl3ZC1anTO2ZGF6QHde9bHop5EuyY7zlTR13r8mbnI-MMaE125G_dwegGGa_QnBA40zHuIbJpjN1MUxYMIZMbZio_YPW0wnmmBY7osdypjHQcXW_PIZ7OsLBPmBMG6M8xsbbM6QKWU4xY4Ha-XWprEcsh-pYIF0U2ePpLXk1W5_h3VO9Ij-_fL67-dbc_vj6_eb6tnGt6ErTK9VyKZl0UgjRaTdPVnStHjkHCWPLGNd2cNJKbVvbuVFJ1o5KbY-DUJ28Ih8v3FOKv1fIxSyYHXhvA8Q1G62HlvdDK6uyvyhdijknmM0p4VJjMZyZLXdzNM-5my13w5SpAdfND08eNjvr52SDw_y8LqTQA1eb7vqig3rwA0Iy2eH2CRMmqMwp4n-9_gGX7aBW</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>889417943</pqid></control><display><type>article</type><title>The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip</title><source>Elsevier ScienceDirect Journals</source><creator>Schnabl, S. ; Planinc, I.</creator><creatorcontrib>Schnabl, S. ; Planinc, I.</creatorcontrib><description>This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2010.05.029</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Analytical solutions ; Applied sciences ; Axial deformation ; Boundary conditions ; Buckling ; Buildings. Public works ; Composite column ; Critical load ; Deformation ; Elastic deformation ; Elasticity ; Exact sciences and technology ; Interlayers ; Layers ; Materials ; Mathematical analysis ; Miscellaneous (including polymer concrete, repair and maintenance products, etc.) ; Parametric analysis ; Reissner beam ; Slip ; Stability ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. Stresses</subject><ispartof>Engineering structures, 2010-10, Vol.32 (10), p.3103-3111</ispartof><rights>2010 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c426t-755413303c322268cfda2648b11e3eb40018a9c3a38a4a6cb5304b55e3eb92563</citedby><cites>FETCH-LOGICAL-c426t-755413303c322268cfda2648b11e3eb40018a9c3a38a4a6cb5304b55e3eb92563</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029610002385$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,65309</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23289159$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Schnabl, S.</creatorcontrib><creatorcontrib>Planinc, I.</creatorcontrib><title>The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip</title><title>Engineering structures</title><description>This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible.</description><subject>Analytical solutions</subject><subject>Applied sciences</subject><subject>Axial deformation</subject><subject>Boundary conditions</subject><subject>Buckling</subject><subject>Buildings. Public works</subject><subject>Composite column</subject><subject>Critical load</subject><subject>Deformation</subject><subject>Elastic deformation</subject><subject>Elasticity</subject><subject>Exact sciences and technology</subject><subject>Interlayers</subject><subject>Layers</subject><subject>Materials</subject><subject>Mathematical analysis</subject><subject>Miscellaneous (including polymer concrete, repair and maintenance products, etc.)</subject><subject>Parametric analysis</subject><subject>Reissner beam</subject><subject>Slip</subject><subject>Stability</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. Stresses</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqFkU1v1DAQhi0EEkvhN-AL4pTFH3HiHKuKL6kSl3K2HGfSncWxF9tp2R_A_8bRVr1ymtH4nefVvCbkPWd7znj36biHcJ9LWl3ZC1anTO2ZGF6QHde9bHop5EuyY7zlTR13r8mbnI-MMaE125G_dwegGGa_QnBA40zHuIbJpjN1MUxYMIZMbZio_YPW0wnmmBY7osdypjHQcXW_PIZ7OsLBPmBMG6M8xsbbM6QKWU4xY4Ha-XWprEcsh-pYIF0U2ePpLXk1W5_h3VO9Ij-_fL67-dbc_vj6_eb6tnGt6ErTK9VyKZl0UgjRaTdPVnStHjkHCWPLGNd2cNJKbVvbuVFJ1o5KbY-DUJ28Ih8v3FOKv1fIxSyYHXhvA8Q1G62HlvdDK6uyvyhdijknmM0p4VJjMZyZLXdzNM-5my13w5SpAdfND08eNjvr52SDw_y8LqTQA1eb7vqig3rwA0Iy2eH2CRMmqMwp4n-9_gGX7aBW</recordid><startdate>20101001</startdate><enddate>20101001</enddate><creator>Schnabl, S.</creator><creator>Planinc, I.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20101001</creationdate><title>The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip</title><author>Schnabl, S. ; Planinc, I.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c426t-755413303c322268cfda2648b11e3eb40018a9c3a38a4a6cb5304b55e3eb92563</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Analytical solutions</topic><topic>Applied sciences</topic><topic>Axial deformation</topic><topic>Boundary conditions</topic><topic>Buckling</topic><topic>Buildings. Public works</topic><topic>Composite column</topic><topic>Critical load</topic><topic>Deformation</topic><topic>Elastic deformation</topic><topic>Elasticity</topic><topic>Exact sciences and technology</topic><topic>Interlayers</topic><topic>Layers</topic><topic>Materials</topic><topic>Mathematical analysis</topic><topic>Miscellaneous (including polymer concrete, repair and maintenance products, etc.)</topic><topic>Parametric analysis</topic><topic>Reissner beam</topic><topic>Slip</topic><topic>Stability</topic><topic>Strength of materials (elasticity, plasticity, buckling, etc.)</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Schnabl, S.</creatorcontrib><creatorcontrib>Planinc, I.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials 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>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Schnabl, S.</au><au>Planinc, I.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip</atitle><jtitle>Engineering structures</jtitle><date>2010-10-01</date><risdate>2010</risdate><volume>32</volume><issue>10</issue><spage>3103</spage><epage>3111</epage><pages>3103-3111</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2010.05.029</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 2010-10, Vol.32 (10), p.3103-3111 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_889417943 |
| source | Elsevier ScienceDirect Journals |
| subjects | Analytical solutions Applied sciences Axial deformation Boundary conditions Buckling Buildings. Public works Composite column Critical load Deformation Elastic deformation Elasticity Exact sciences and technology Interlayers Layers Materials Mathematical analysis Miscellaneous (including polymer concrete, repair and maintenance products, etc.) Parametric analysis Reissner beam Slip Stability Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses |
| title | The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-26T11%3A29%3A32IST&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=The%20influence%20of%20boundary%20conditions%20and%20axial%20deformability%20on%20buckling%20behavior%20of%20two-layer%20composite%20columns%20with%20interlayer%20slip&rft.jtitle=Engineering%20structures&rft.au=Schnabl,%20S.&rft.date=2010-10-01&rft.volume=32&rft.issue=10&rft.spage=3103&rft.epage=3111&rft.pages=3103-3111&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2010.05.029&rft_dat=%3Cproquest_cross%3E889417943%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=889417943&rft_id=info:pmid/&rft_els_id=S0141029610002385&rfr_iscdi=true |