Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns
A cable-stiffened steel column (CSSC) possesses superior stability behaviour compared to ordinary compression columns. In the past, the research emphasis has focused on the behaviours of stiffened columns under axial compression; investigations into their behaviour under eccentric loading is scant....
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| Veröffentlicht in: | Materials 2022-12, Vol.15 (24), p.8813 |
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| creator | Li, Pengcheng Zhao, Xuxiang Qiu, Jianyue Qian, Jianghua Zhu, Zhao Zhang, Zhigang Meng, Lei |
| description | A cable-stiffened steel column (CSSC) possesses superior stability behaviour compared to ordinary compression columns. In the past, the research emphasis has focused on the behaviours of stiffened columns under axial compression; investigations into their behaviour under eccentric loading is scant. This study aims to examine the buckling behaviour of CSSCs under eccentric loading using experimental and numerical investigations. The effects of pretension in cables and eccentricity on stability behaviours were studied. According to the current investigation, it can be demonstrated that the capacities of CSSCs are higher than those of ordinary compression columns. It has also been illustrated that both the buckling loads and modes of CSSCs can be changed by changing the load eccentricity; however, the modes of ordinary columns cannot be changed. These results could be of theoretical and engineering significance in the exploration of the behaviours of cable-stiffened columns. |
| doi_str_mv | 10.3390/ma15248813 |
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In the past, the research emphasis has focused on the behaviours of stiffened columns under axial compression; investigations into their behaviour under eccentric loading is scant. This study aims to examine the buckling behaviour of CSSCs under eccentric loading using experimental and numerical investigations. The effects of pretension in cables and eccentricity on stability behaviours were studied. According to the current investigation, it can be demonstrated that the capacities of CSSCs are higher than those of ordinary compression columns. It has also been illustrated that both the buckling loads and modes of CSSCs can be changed by changing the load eccentricity; however, the modes of ordinary columns cannot be changed. These results could be of theoretical and engineering significance in the exploration of the behaviours of cable-stiffened columns.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma15248813</identifier><identifier>PMID: 36556619</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Axial compression ; Behavior ; Buckling ; Cables ; Comparative analysis ; Eccentric loads ; Eccentricity ; Experiments ; Load ; Numerical analysis ; Sensors ; Stability ; Steel ; Steel columns ; Steel pipes ; Strain gauges</subject><ispartof>Materials, 2022-12, Vol.15 (24), p.8813</ispartof><rights>COPYRIGHT 2022 MDPI AG</rights><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2022 by the authors. 2022</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c404t-e61d5e306db58530c3b8b8b590e35883366516aeed104be2d35e229c49533cb23</cites><orcidid>0000-0002-7934-3027</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC9784218/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC9784218/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,723,776,780,881,27901,27902,53766,53768</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/36556619$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Li, Pengcheng</creatorcontrib><creatorcontrib>Zhao, Xuxiang</creatorcontrib><creatorcontrib>Qiu, Jianyue</creatorcontrib><creatorcontrib>Qian, Jianghua</creatorcontrib><creatorcontrib>Zhu, Zhao</creatorcontrib><creatorcontrib>Zhang, Zhigang</creatorcontrib><creatorcontrib>Meng, Lei</creatorcontrib><title>Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>A cable-stiffened steel column (CSSC) possesses superior stability behaviour compared to ordinary compression columns. In the past, the research emphasis has focused on the behaviours of stiffened columns under axial compression; investigations into their behaviour under eccentric loading is scant. This study aims to examine the buckling behaviour of CSSCs under eccentric loading using experimental and numerical investigations. The effects of pretension in cables and eccentricity on stability behaviours were studied. According to the current investigation, it can be demonstrated that the capacities of CSSCs are higher than those of ordinary compression columns. It has also been illustrated that both the buckling loads and modes of CSSCs can be changed by changing the load eccentricity; however, the modes of ordinary columns cannot be changed. These results could be of theoretical and engineering significance in the exploration of the behaviours of cable-stiffened columns.</description><subject>Axial compression</subject><subject>Behavior</subject><subject>Buckling</subject><subject>Cables</subject><subject>Comparative analysis</subject><subject>Eccentric loads</subject><subject>Eccentricity</subject><subject>Experiments</subject><subject>Load</subject><subject>Numerical analysis</subject><subject>Sensors</subject><subject>Stability</subject><subject>Steel</subject><subject>Steel columns</subject><subject>Steel pipes</subject><subject>Strain gauges</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpdkV1vFCEUhonR2Kb2xh9gSLwxJlP5HrgxaTe1Nmn0onpNGObMLg0D6zCzsf9eNtvWKucCODy8nJeD0FtKzjg35NPoqGRCa8pfoGNqjGqoEeLls_UROi3ljtTBOdXMvEZHXEmpFDXHaLj8vYUpjJBmF7FLPf62jDXh6-467aDMYe3mkBMOac543gC-nV0XYpjv8QVs3C7kZcJ5wCvXRWhu5zAMkKCvGEDEqxyXMZU36NXgYoHTh_kE_fxy-WP1tbn5fnW9Or9pvCBibkDRXgInqu-klpx43uka0hDgUmvOlZJUOYCeEtEB67kExowXRnLuO8ZP0OeD7nbpRuh9tTW5aLfVoZvubXbB_nuSwsau886aVgtGdRX48CAw5V9LtW_HUDzE6BLkpVjWSk1Jq7iq6Pv_0Lv6Fana21OqbYUk-4rODtTaRbAhDbm-62v0MAafEwyh5s8r3Aqm2r3sx8MFP-VSJhieqqfE7ltu_7a8wu-e-31CHxvM_wAROqag</recordid><startdate>20221209</startdate><enddate>20221209</enddate><creator>Li, Pengcheng</creator><creator>Zhao, Xuxiang</creator><creator>Qiu, Jianyue</creator><creator>Qian, Jianghua</creator><creator>Zhu, Zhao</creator><creator>Zhang, Zhigang</creator><creator>Meng, Lei</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0000-0002-7934-3027</orcidid></search><sort><creationdate>20221209</creationdate><title>Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns</title><author>Li, Pengcheng ; Zhao, Xuxiang ; Qiu, Jianyue ; Qian, Jianghua ; Zhu, Zhao ; Zhang, Zhigang ; Meng, Lei</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c404t-e61d5e306db58530c3b8b8b590e35883366516aeed104be2d35e229c49533cb23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Axial compression</topic><topic>Behavior</topic><topic>Buckling</topic><topic>Cables</topic><topic>Comparative analysis</topic><topic>Eccentric loads</topic><topic>Eccentricity</topic><topic>Experiments</topic><topic>Load</topic><topic>Numerical analysis</topic><topic>Sensors</topic><topic>Stability</topic><topic>Steel</topic><topic>Steel columns</topic><topic>Steel pipes</topic><topic>Strain gauges</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Pengcheng</creatorcontrib><creatorcontrib>Zhao, Xuxiang</creatorcontrib><creatorcontrib>Qiu, Jianyue</creatorcontrib><creatorcontrib>Qian, Jianghua</creatorcontrib><creatorcontrib>Zhu, Zhao</creatorcontrib><creatorcontrib>Zhang, Zhigang</creatorcontrib><creatorcontrib>Meng, Lei</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Pengcheng</au><au>Zhao, Xuxiang</au><au>Qiu, Jianyue</au><au>Qian, Jianghua</au><au>Zhu, Zhao</au><au>Zhang, Zhigang</au><au>Meng, Lei</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2022-12-09</date><risdate>2022</risdate><volume>15</volume><issue>24</issue><spage>8813</spage><pages>8813-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>A cable-stiffened steel column (CSSC) possesses superior stability behaviour compared to ordinary compression columns. In the past, the research emphasis has focused on the behaviours of stiffened columns under axial compression; investigations into their behaviour under eccentric loading is scant. This study aims to examine the buckling behaviour of CSSCs under eccentric loading using experimental and numerical investigations. The effects of pretension in cables and eccentricity on stability behaviours were studied. According to the current investigation, it can be demonstrated that the capacities of CSSCs are higher than those of ordinary compression columns. It has also been illustrated that both the buckling loads and modes of CSSCs can be changed by changing the load eccentricity; however, the modes of ordinary columns cannot be changed. These results could be of theoretical and engineering significance in the exploration of the behaviours of cable-stiffened columns.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>36556619</pmid><doi>10.3390/ma15248813</doi><orcidid>https://orcid.org/0000-0002-7934-3027</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Axial compression Behavior Buckling Cables Comparative analysis Eccentric loads Eccentricity Experiments Load Numerical analysis Sensors Stability Steel Steel columns Steel pipes Strain gauges |
| title | Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns |
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