Yield line analysis of RHS connections with axial loads
The yield line method of analysis has been used successfully for estimating the strength of different Rectangular Hollow Section (RHS) connections due to yielding of the connecting face of the main member (through member such as chord or column). The influence of axial load in the main member is usu...
Gespeichert in:
| Veröffentlicht in: | Journal of constructional steel research 1998-10, Vol.48 (1), p.1-25 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 25 |
|---|---|
| container_issue | 1 |
| container_start_page | 1 |
| container_title | Journal of constructional steel research |
| container_volume | 48 |
| creator | Cao, J.J. Packer, J.A. Yang, G.J. |
| description | The yield line method of analysis has been used successfully for estimating the strength of different Rectangular Hollow Section (RHS) connections due to yielding of the connecting face of the main member (through member such as chord or column). The influence of axial load in the main member is usually considered by a reduction factor. Two yield line models used for RHS connections and the methods previously used for the calculation of yield moment along an inclined yield line have been investigated. A new yield line model, which takes axial load in the main member into account, is developed to calculate the strength of RHS connections. Good agreement has been found between predictions from the formula developed from the new model and the results from both laboratory tests and Finite Element (FE) analyses, for plate-to-RHS connections. |
| doi_str_mv | 10.1016/S0143-974X(98)90143-2 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_26864741</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0143974X98901432</els_id><sourcerecordid>26864741</sourcerecordid><originalsourceid>FETCH-LOGICAL-c338t-843d1f9543fffbb2337890b6601eb8b92dfc006c5e51aec36dffbe35bdd290173</originalsourceid><addsrcrecordid>eNqFkMFKAzEURYMoWKufIGQluhhNJjOZZCVS1AoFwSroKmSSF4ykk5pM1f69YytuXT0enHvhHoSOKTmnhPKLOaEVK2RTPZ9KcSY3X7mDRlQ0rKilYLto9Ifso4Oc3wghQjIxQs2Lh2Bx8B1g3emwzj7j6PDDdI5N7DowvY9dxp--f8X6y-uAQ9Q2H6I9p0OGo987Rk8314-TaTG7v72bXM0Kw5joC1ExS52sK-aca9uSsUZI0nJOKLSilaV1hhBuaqipBsO4HTBgdWttOQxp2BidbHuXKb6vIPdq4bOBEHQHcZVVyQWvmooOYL0FTYo5J3BqmfxCp7WiRP1oUhtN6seBkkJtNKlyyF1uczCs-PCQVDYeOgPWp2G8stH_0_ANcAFvZw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>26864741</pqid></control><display><type>article</type><title>Yield line analysis of RHS connections with axial loads</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Cao, J.J. ; Packer, J.A. ; Yang, G.J.</creator><creatorcontrib>Cao, J.J. ; Packer, J.A. ; Yang, G.J.</creatorcontrib><description>The yield line method of analysis has been used successfully for estimating the strength of different Rectangular Hollow Section (RHS) connections due to yielding of the connecting face of the main member (through member such as chord or column). The influence of axial load in the main member is usually considered by a reduction factor. Two yield line models used for RHS connections and the methods previously used for the calculation of yield moment along an inclined yield line have been investigated. A new yield line model, which takes axial load in the main member into account, is developed to calculate the strength of RHS connections. Good agreement has been found between predictions from the formula developed from the new model and the results from both laboratory tests and Finite Element (FE) analyses, for plate-to-RHS connections.</description><identifier>ISSN: 0143-974X</identifier><identifier>EISSN: 1873-5983</identifier><identifier>DOI: 10.1016/S0143-974X(98)90143-2</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Connections ; Hollow structural sections ; Inclined yield line ; Yield line analysis</subject><ispartof>Journal of constructional steel research, 1998-10, Vol.48 (1), p.1-25</ispartof><rights>1998 Elsevier Science Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c338t-843d1f9543fffbb2337890b6601eb8b92dfc006c5e51aec36dffbe35bdd290173</citedby><cites>FETCH-LOGICAL-c338t-843d1f9543fffbb2337890b6601eb8b92dfc006c5e51aec36dffbe35bdd290173</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0143974X98901432$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Cao, J.J.</creatorcontrib><creatorcontrib>Packer, J.A.</creatorcontrib><creatorcontrib>Yang, G.J.</creatorcontrib><title>Yield line analysis of RHS connections with axial loads</title><title>Journal of constructional steel research</title><description>The yield line method of analysis has been used successfully for estimating the strength of different Rectangular Hollow Section (RHS) connections due to yielding of the connecting face of the main member (through member such as chord or column). The influence of axial load in the main member is usually considered by a reduction factor. Two yield line models used for RHS connections and the methods previously used for the calculation of yield moment along an inclined yield line have been investigated. A new yield line model, which takes axial load in the main member into account, is developed to calculate the strength of RHS connections. Good agreement has been found between predictions from the formula developed from the new model and the results from both laboratory tests and Finite Element (FE) analyses, for plate-to-RHS connections.</description><subject>Connections</subject><subject>Hollow structural sections</subject><subject>Inclined yield line</subject><subject>Yield line analysis</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1998</creationdate><recordtype>article</recordtype><recordid>eNqFkMFKAzEURYMoWKufIGQluhhNJjOZZCVS1AoFwSroKmSSF4ykk5pM1f69YytuXT0enHvhHoSOKTmnhPKLOaEVK2RTPZ9KcSY3X7mDRlQ0rKilYLto9Ifso4Oc3wghQjIxQs2Lh2Bx8B1g3emwzj7j6PDDdI5N7DowvY9dxp--f8X6y-uAQ9Q2H6I9p0OGo987Rk8314-TaTG7v72bXM0Kw5joC1ExS52sK-aca9uSsUZI0nJOKLSilaV1hhBuaqipBsO4HTBgdWttOQxp2BidbHuXKb6vIPdq4bOBEHQHcZVVyQWvmooOYL0FTYo5J3BqmfxCp7WiRP1oUhtN6seBkkJtNKlyyF1uczCs-PCQVDYeOgPWp2G8stH_0_ANcAFvZw</recordid><startdate>19981001</startdate><enddate>19981001</enddate><creator>Cao, J.J.</creator><creator>Packer, J.A.</creator><creator>Yang, G.J.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>19981001</creationdate><title>Yield line analysis of RHS connections with axial loads</title><author>Cao, J.J. ; Packer, J.A. ; Yang, G.J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-843d1f9543fffbb2337890b6601eb8b92dfc006c5e51aec36dffbe35bdd290173</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1998</creationdate><topic>Connections</topic><topic>Hollow structural sections</topic><topic>Inclined yield line</topic><topic>Yield line analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Cao, J.J.</creatorcontrib><creatorcontrib>Packer, J.A.</creatorcontrib><creatorcontrib>Yang, G.J.</creatorcontrib><collection>CrossRef</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>Journal of constructional steel research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Cao, J.J.</au><au>Packer, J.A.</au><au>Yang, G.J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Yield line analysis of RHS connections with axial loads</atitle><jtitle>Journal of constructional steel research</jtitle><date>1998-10-01</date><risdate>1998</risdate><volume>48</volume><issue>1</issue><spage>1</spage><epage>25</epage><pages>1-25</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>The yield line method of analysis has been used successfully for estimating the strength of different Rectangular Hollow Section (RHS) connections due to yielding of the connecting face of the main member (through member such as chord or column). The influence of axial load in the main member is usually considered by a reduction factor. Two yield line models used for RHS connections and the methods previously used for the calculation of yield moment along an inclined yield line have been investigated. A new yield line model, which takes axial load in the main member into account, is developed to calculate the strength of RHS connections. Good agreement has been found between predictions from the formula developed from the new model and the results from both laboratory tests and Finite Element (FE) analyses, for plate-to-RHS connections.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0143-974X(98)90143-2</doi><tpages>25</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0143-974X |
| ispartof | Journal of constructional steel research, 1998-10, Vol.48 (1), p.1-25 |
| issn | 0143-974X 1873-5983 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_26864741 |
| source | Elsevier ScienceDirect Journals Complete |
| subjects | Connections Hollow structural sections Inclined yield line Yield line analysis |
| title | Yield line analysis of RHS connections with axial loads |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-11T17%3A48%3A44IST&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=Yield%20line%20analysis%20of%20RHS%20connections%20with%20axial%20loads&rft.jtitle=Journal%20of%20constructional%20steel%20research&rft.au=Cao,%20J.J.&rft.date=1998-10-01&rft.volume=48&rft.issue=1&rft.spage=1&rft.epage=25&rft.pages=1-25&rft.issn=0143-974X&rft.eissn=1873-5983&rft_id=info:doi/10.1016/S0143-974X(98)90143-2&rft_dat=%3Cproquest_cross%3E26864741%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=26864741&rft_id=info:pmid/&rft_els_id=S0143974X98901432&rfr_iscdi=true |