Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads
This paper presents a numerical investigation on the local and distortional buckling behaviour of cold-formed steel zed-section beams subjected to uniformly distributed transverse loads. The analysis is performed using a semi-analytical finite strip method. The beams investigated include both detach...
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| Veröffentlicht in: | International journal of mechanical sciences 2006-04, Vol.48 (4), p.378-388 |
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| container_title | International journal of mechanical sciences |
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| creator | Chu, Xiao-ting Ye, Zhi-ming Li, Long-yuan Kettle, Roger |
| description | This paper presents a numerical investigation on the local and distortional buckling behaviour of cold-formed steel zed-section beams subjected to uniformly distributed transverse loads. The analysis is performed using a semi-analytical finite strip method. The beams investigated include both detached sections and restrained sections. The results obtained from the present study highlight the differences in the local and distortional buckling behaviours of the thin-walled sections between pure bending and the uniformly distributed loading. |
| doi_str_mv | 10.1016/j.ijmecsci.2005.11.005 |
| format | Article |
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The analysis is performed using a semi-analytical finite strip method. The beams investigated include both detached sections and restrained sections. The results obtained from the present study highlight the differences in the local and distortional buckling behaviours of the thin-walled sections between pure bending and the uniformly distributed loading.</description><identifier>ISSN: 0020-7403</identifier><identifier>EISSN: 1879-2162</identifier><identifier>DOI: 10.1016/j.ijmecsci.2005.11.005</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Cold-formed section ; Distortional buckling ; Finite strip analysis ; Local buckling ; Stress gradient</subject><ispartof>International journal of mechanical sciences, 2006-04, Vol.48 (4), p.378-388</ispartof><rights>2005 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-958830a1b0b066fdb0659dd2ab6d6284e5c6e017332ec3b0c3cd1f58514fe2cb3</citedby><cites>FETCH-LOGICAL-c343t-958830a1b0b066fdb0659dd2ab6d6284e5c6e017332ec3b0c3cd1f58514fe2cb3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0020740305002717$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65534</link.rule.ids></links><search><creatorcontrib>Chu, Xiao-ting</creatorcontrib><creatorcontrib>Ye, Zhi-ming</creatorcontrib><creatorcontrib>Li, Long-yuan</creatorcontrib><creatorcontrib>Kettle, Roger</creatorcontrib><title>Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads</title><title>International journal of mechanical sciences</title><description>This paper presents a numerical investigation on the local and distortional buckling behaviour of cold-formed steel zed-section beams subjected to uniformly distributed transverse loads. The analysis is performed using a semi-analytical finite strip method. The beams investigated include both detached sections and restrained sections. The results obtained from the present study highlight the differences in the local and distortional buckling behaviours of the thin-walled sections between pure bending and the uniformly distributed loading.</description><subject>Cold-formed section</subject><subject>Distortional buckling</subject><subject>Finite strip analysis</subject><subject>Local buckling</subject><subject>Stress gradient</subject><issn>0020-7403</issn><issn>1879-2162</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2006</creationdate><recordtype>article</recordtype><recordid>eNqFkElLBDEUhIMoOC5_QXLy1m2WXjI3ZXCDAS96DlleS9p0Z0y6B8Zfb8bRs5dX8PiqoAqhK0pKSmhz05euH8Ak40pGSF1SWmY5Qgsq2mXBaMOO0YIQRoq2IvwUnaXUE0JbUvMFGtbBKI_VaLF1aQpxcmHMDz2bD-_Gdxw6bIK3RRfiABZ_gS0SmD2FNagh4Xm0EPN1e8LvfmKi0_OU6SmqMW0hJsA-KJsu0EmnfILLXz1Hbw_3r6unYv3y-Ly6WxeGV3wqlrUQnCiqiSZN09l866W1TOnGNkxUUJsGcgPOGRiuieHG0q4WNa06YEbzc3R9yN3E8DlDmuTgkgHv1QhhTpKJlgkuaAabA2hiSClCJzfRDSruJCVyv67s5d-6cr-upFRmycbbgxFyja2DKDMBowHrYp5H2uD-i_gGMV2JYQ</recordid><startdate>20060401</startdate><enddate>20060401</enddate><creator>Chu, Xiao-ting</creator><creator>Ye, Zhi-ming</creator><creator>Li, Long-yuan</creator><creator>Kettle, Roger</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20060401</creationdate><title>Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads</title><author>Chu, Xiao-ting ; Ye, Zhi-ming ; Li, Long-yuan ; Kettle, Roger</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-958830a1b0b066fdb0659dd2ab6d6284e5c6e017332ec3b0c3cd1f58514fe2cb3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2006</creationdate><topic>Cold-formed section</topic><topic>Distortional buckling</topic><topic>Finite strip analysis</topic><topic>Local buckling</topic><topic>Stress gradient</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chu, Xiao-ting</creatorcontrib><creatorcontrib>Ye, Zhi-ming</creatorcontrib><creatorcontrib>Li, Long-yuan</creatorcontrib><creatorcontrib>Kettle, Roger</creatorcontrib><collection>CrossRef</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>International journal of mechanical sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chu, Xiao-ting</au><au>Ye, Zhi-ming</au><au>Li, Long-yuan</au><au>Kettle, Roger</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads</atitle><jtitle>International journal of mechanical sciences</jtitle><date>2006-04-01</date><risdate>2006</risdate><volume>48</volume><issue>4</issue><spage>378</spage><epage>388</epage><pages>378-388</pages><issn>0020-7403</issn><eissn>1879-2162</eissn><abstract>This paper presents a numerical investigation on the local and distortional buckling behaviour of cold-formed steel zed-section beams subjected to uniformly distributed transverse loads. 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| ispartof | International journal of mechanical sciences, 2006-04, Vol.48 (4), p.378-388 |
| issn | 0020-7403 1879-2162 |
| language | eng |
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| source | Elsevier ScienceDirect Journals Complete |
| subjects | Cold-formed section Distortional buckling Finite strip analysis Local buckling Stress gradient |
| title | Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads |
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