The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section
The effects of perforation position on the compressive load carrying capacity of cold-formed lipped channel sections are studied and discussed. Cold-formed steel sections have become competitive structural components in the modern building construction due to their inherent favourable characteristic...
Gespeichert in:
| Hauptverfasser: | , , |
|---|---|
| Format: | Tagungsbericht |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 1 |
| container_start_page | |
| container_title | |
| container_volume | 2060 |
| creator | Macdonald, Martin Kulatunga, Muditha Kotełko, Maria |
| description | The effects of perforation position on the compressive load carrying capacity of cold-formed lipped channel sections are studied and discussed. Cold-formed steel sections have become competitive structural components in the modern building construction due to their inherent favourable characteristics over conventional hot-rolled steel members. However, the advantages of these members are often limited due to the presence of perforations. Due to the position of perforations, ultimate strength and elastic stiffness of a structural member can be varied. This paper describes the ultimate strength results obtained from numerical, theoretical and experimental investigations for fixed-fixed end condition. The numerical results were compared with the findings from the experimental investigation results, showed good correlation both with ultimate strength and failure modes. The study showed that the reduction in the stiffness associated with the specimen with perforations on the web was found to be lower than that for the specimen with perforations on the flanges. |
| doi_str_mv | 10.1063/1.5086138 |
| format | Conference Proceeding |
| fullrecord | <record><control><sourceid>proquest_scita</sourceid><recordid>TN_cdi_scitation_primary_10_1063_1_5086138</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2175685064</sourcerecordid><originalsourceid>FETCH-LOGICAL-p288t-792fc93f710f3cd9598a3a629a11b2f5084591e8cc05d875f8f7c88e5549e2433</originalsourceid><addsrcrecordid>eNp9kE9LAzEQxYMoWKsHv8GCNyE12Ww2yVGK_6DgpYK3kGYTuyW7iUmqePSbm9qCNy8zb-DHvHkDwCVGM4xacoNnFPEWE34EJphSDFmL22MwQUg0sG7I6yk4S2mDUC0Y4xPwvVybylhrdE6Vt5X2Q4gmpd6PlfOq68e3qshgovVRZdMVwnWwDEPRed2P8FM5V3TKxrhS41bnbVSuGsywMvF3q-tDMB3UazWOBdLRpwRT8Sw25-DEKpfMxaFPwcv93XL-CBfPD0_z2wUMNecZMlFbLYhlGFmiO0EFV0S1tVAYr2pbUjdUYMO1RrTjjFpumebcUNoIU4KTKbja7w3Rv29NynLjt3EslrLGjLacorYp1PWeSrrPanefDLEfVPySGMndiyWWhxf_B3_4-AfK0FnyA76HfqM</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>conference_proceeding</recordtype><pqid>2175685064</pqid></control><display><type>conference_proceeding</type><title>The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section</title><source>AIP Journals Complete</source><creator>Macdonald, Martin ; Kulatunga, Muditha ; Kotełko, Maria</creator><contributor>Kołakowski, Zbigniew</contributor><creatorcontrib>Macdonald, Martin ; Kulatunga, Muditha ; Kotełko, Maria ; Kołakowski, Zbigniew</creatorcontrib><description>The effects of perforation position on the compressive load carrying capacity of cold-formed lipped channel sections are studied and discussed. Cold-formed steel sections have become competitive structural components in the modern building construction due to their inherent favourable characteristics over conventional hot-rolled steel members. However, the advantages of these members are often limited due to the presence of perforations. Due to the position of perforations, ultimate strength and elastic stiffness of a structural member can be varied. This paper describes the ultimate strength results obtained from numerical, theoretical and experimental investigations for fixed-fixed end condition. The numerical results were compared with the findings from the experimental investigation results, showed good correlation both with ultimate strength and failure modes. The study showed that the reduction in the stiffness associated with the specimen with perforations on the web was found to be lower than that for the specimen with perforations on the flanges.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/1.5086138</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Bearing strength ; Cold-formed steel ; Compression loads ; Failure modes ; Flanges ; Hot rolling ; Load carrying capacity ; Perforation ; Steel industry ; Steel structures ; Stiffness ; Structural members ; Ultimate tensile strength</subject><ispartof>AIP Conference Proceedings, 2019, Vol.2060 (1)</ispartof><rights>Author(s)</rights><rights>2019 Author(s). Published by AIP Publishing.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://pubs.aip.org/acp/article-lookup/doi/10.1063/1.5086138$$EHTML$$P50$$Gscitation$$H</linktohtml><link.rule.ids>309,310,314,780,784,789,790,794,4512,23930,23931,25140,27924,27925,76384</link.rule.ids></links><search><contributor>Kołakowski, Zbigniew</contributor><creatorcontrib>Macdonald, Martin</creatorcontrib><creatorcontrib>Kulatunga, Muditha</creatorcontrib><creatorcontrib>Kotełko, Maria</creatorcontrib><title>The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section</title><title>AIP Conference Proceedings</title><description>The effects of perforation position on the compressive load carrying capacity of cold-formed lipped channel sections are studied and discussed. Cold-formed steel sections have become competitive structural components in the modern building construction due to their inherent favourable characteristics over conventional hot-rolled steel members. However, the advantages of these members are often limited due to the presence of perforations. Due to the position of perforations, ultimate strength and elastic stiffness of a structural member can be varied. This paper describes the ultimate strength results obtained from numerical, theoretical and experimental investigations for fixed-fixed end condition. The numerical results were compared with the findings from the experimental investigation results, showed good correlation both with ultimate strength and failure modes. The study showed that the reduction in the stiffness associated with the specimen with perforations on the web was found to be lower than that for the specimen with perforations on the flanges.</description><subject>Bearing strength</subject><subject>Cold-formed steel</subject><subject>Compression loads</subject><subject>Failure modes</subject><subject>Flanges</subject><subject>Hot rolling</subject><subject>Load carrying capacity</subject><subject>Perforation</subject><subject>Steel industry</subject><subject>Steel structures</subject><subject>Stiffness</subject><subject>Structural members</subject><subject>Ultimate tensile strength</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2019</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNp9kE9LAzEQxYMoWKsHv8GCNyE12Ww2yVGK_6DgpYK3kGYTuyW7iUmqePSbm9qCNy8zb-DHvHkDwCVGM4xacoNnFPEWE34EJphSDFmL22MwQUg0sG7I6yk4S2mDUC0Y4xPwvVybylhrdE6Vt5X2Q4gmpd6PlfOq68e3qshgovVRZdMVwnWwDEPRed2P8FM5V3TKxrhS41bnbVSuGsywMvF3q-tDMB3UazWOBdLRpwRT8Sw25-DEKpfMxaFPwcv93XL-CBfPD0_z2wUMNecZMlFbLYhlGFmiO0EFV0S1tVAYr2pbUjdUYMO1RrTjjFpumebcUNoIU4KTKbja7w3Rv29NynLjt3EslrLGjLacorYp1PWeSrrPanefDLEfVPySGMndiyWWhxf_B3_4-AfK0FnyA76HfqM</recordid><startdate>20190204</startdate><enddate>20190204</enddate><creator>Macdonald, Martin</creator><creator>Kulatunga, Muditha</creator><creator>Kotełko, Maria</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20190204</creationdate><title>The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section</title><author>Macdonald, Martin ; Kulatunga, Muditha ; Kotełko, Maria</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p288t-792fc93f710f3cd9598a3a629a11b2f5084591e8cc05d875f8f7c88e5549e2433</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Bearing strength</topic><topic>Cold-formed steel</topic><topic>Compression loads</topic><topic>Failure modes</topic><topic>Flanges</topic><topic>Hot rolling</topic><topic>Load carrying capacity</topic><topic>Perforation</topic><topic>Steel industry</topic><topic>Steel structures</topic><topic>Stiffness</topic><topic>Structural members</topic><topic>Ultimate tensile strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Macdonald, Martin</creatorcontrib><creatorcontrib>Kulatunga, Muditha</creatorcontrib><creatorcontrib>Kotełko, Maria</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Macdonald, Martin</au><au>Kulatunga, Muditha</au><au>Kotełko, Maria</au><au>Kołakowski, Zbigniew</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section</atitle><btitle>AIP Conference Proceedings</btitle><date>2019-02-04</date><risdate>2019</risdate><volume>2060</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>The effects of perforation position on the compressive load carrying capacity of cold-formed lipped channel sections are studied and discussed. Cold-formed steel sections have become competitive structural components in the modern building construction due to their inherent favourable characteristics over conventional hot-rolled steel members. However, the advantages of these members are often limited due to the presence of perforations. Due to the position of perforations, ultimate strength and elastic stiffness of a structural member can be varied. This paper describes the ultimate strength results obtained from numerical, theoretical and experimental investigations for fixed-fixed end condition. The numerical results were compared with the findings from the experimental investigation results, showed good correlation both with ultimate strength and failure modes. The study showed that the reduction in the stiffness associated with the specimen with perforations on the web was found to be lower than that for the specimen with perforations on the flanges.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/1.5086138</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP Conference Proceedings, 2019, Vol.2060 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_scitation_primary_10_1063_1_5086138 |
| source | AIP Journals Complete |
| subjects | Bearing strength Cold-formed steel Compression loads Failure modes Flanges Hot rolling Load carrying capacity Perforation Steel industry Steel structures Stiffness Structural members Ultimate tensile strength |
| title | The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T06%3A59%3A43IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_scita&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=proceeding&rft.atitle=The%20effects%20of%20compression%20loading%20on%20perforated%20cold-formed%20thin-walled%20steel%20structural%20members%20of%20lipped-channel%20cross-section&rft.btitle=AIP%20Conference%20Proceedings&rft.au=Macdonald,%20Martin&rft.date=2019-02-04&rft.volume=2060&rft.issue=1&rft.issn=0094-243X&rft.eissn=1551-7616&rft.coden=APCPCS&rft_id=info:doi/10.1063/1.5086138&rft_dat=%3Cproquest_scita%3E2175685064%3C/proquest_scita%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2175685064&rft_id=info:pmid/&rfr_iscdi=true |