Bending response of hybrid composite tubular beams
The influence of inner and outer reinforcements on the bending performance of a thin walled aluminum tube was investigated. Polymeric materials (PA6, PP) and glass/carbon fiber reinforced epoxy were considered to form the composite beam for the inner and outer reinforcement, respectively. The experi...
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| Veröffentlicht in: | Thin-walled structures 2013-12, Vol.73, p.329-336 |
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| container_title | Thin-walled structures |
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| creator | Eksi, Secil Genel, Kenan |
| description | The influence of inner and outer reinforcements on the bending performance of a thin walled aluminum tube was investigated. Polymeric materials (PA6, PP) and glass/carbon fiber reinforced epoxy were considered to form the composite beam for the inner and outer reinforcement, respectively. The experimental results indicated that the outer reinforcement with a [02/903] fiber orientation layout increased the collapse load by a factor of 4.5 and 5.3. In the hybrid composite beam (HCB), load carrying capacity (LCC) increased a maximum of 14 times. Load carrying capacity of HCB is 2.5 times higher than the steel tube that is used in automotive industry.
•A new hybrid-composite tubular beam has been developed.•Applications of reinforcements provide significant improvement in load carrying.•Inner reinforcement materials is a key point for local buckling formation.•Energy absorption capacity of hybrid composite beam increased 11 times. |
| doi_str_mv | 10.1016/j.tws.2013.09.001 |
| format | Article |
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•A new hybrid-composite tubular beam has been developed.•Applications of reinforcements provide significant improvement in load carrying.•Inner reinforcement materials is a key point for local buckling formation.•Energy absorption capacity of hybrid composite beam increased 11 times.</description><identifier>ISSN: 0263-8231</identifier><identifier>EISSN: 1879-3223</identifier><identifier>DOI: 10.1016/j.tws.2013.09.001</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Beams (structural) ; Bearing strength ; Bending ; Collapse ; Hybrid composite ; Hybrid composites ; Load carrying capacity ; Local buckling ; Reinforcement ; Thin walled ; Tubes</subject><ispartof>Thin-walled structures, 2013-12, Vol.73, p.329-336</ispartof><rights>2013 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c330t-241b995c1bea9fc55ade7ca4a61a2db64dc0b6ca61e851813dc97da998be4d4d3</citedby><cites>FETCH-LOGICAL-c330t-241b995c1bea9fc55ade7ca4a61a2db64dc0b6ca61e851813dc97da998be4d4d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0263823113002164$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Eksi, Secil</creatorcontrib><creatorcontrib>Genel, Kenan</creatorcontrib><title>Bending response of hybrid composite tubular beams</title><title>Thin-walled structures</title><description>The influence of inner and outer reinforcements on the bending performance of a thin walled aluminum tube was investigated. Polymeric materials (PA6, PP) and glass/carbon fiber reinforced epoxy were considered to form the composite beam for the inner and outer reinforcement, respectively. The experimental results indicated that the outer reinforcement with a [02/903] fiber orientation layout increased the collapse load by a factor of 4.5 and 5.3. In the hybrid composite beam (HCB), load carrying capacity (LCC) increased a maximum of 14 times. Load carrying capacity of HCB is 2.5 times higher than the steel tube that is used in automotive industry.
•A new hybrid-composite tubular beam has been developed.•Applications of reinforcements provide significant improvement in load carrying.•Inner reinforcement materials is a key point for local buckling formation.•Energy absorption capacity of hybrid composite beam increased 11 times.</description><subject>Beams (structural)</subject><subject>Bearing strength</subject><subject>Bending</subject><subject>Collapse</subject><subject>Hybrid composite</subject><subject>Hybrid composites</subject><subject>Load carrying capacity</subject><subject>Local buckling</subject><subject>Reinforcement</subject><subject>Thin walled</subject><subject>Tubes</subject><issn>0263-8231</issn><issn>1879-3223</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNp9kEtLxDAUhYMoOI7-AHddumnNTfpIcKWDLxhwo-uQJreaoW1q0irz742Ma1eXC-c7cD5CLoEWQKG-3hXzdywYBV5QWVAKR2QFopE5Z4wfkxVlNc8F43BKzmLcpUADslwRdoejdeN7FjBOfoyY-S772LfB2cz4YfLRzZjNS7v0OmQt6iGek5NO9xEv_u6avD3cv26e8u3L4_PmdpsbzumcsxJaKSsDCZKdqSptsTG61DVoZtu6tIa2tUkvigoEcGtkY7WUosXSlpavydWhdwr-c8E4q8FFg32vR_RLVFCLSkAFlUhROERN8DEG7NQU3KDDXgFVv37UTiU_6tePolKl-Ym5OTCYNnw5DCoah6NB6wKaWVnv_qF_ACzSblM</recordid><startdate>20131201</startdate><enddate>20131201</enddate><creator>Eksi, Secil</creator><creator>Genel, Kenan</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QF</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20131201</creationdate><title>Bending response of hybrid composite tubular beams</title><author>Eksi, Secil ; Genel, Kenan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c330t-241b995c1bea9fc55ade7ca4a61a2db64dc0b6ca61e851813dc97da998be4d4d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Beams (structural)</topic><topic>Bearing strength</topic><topic>Bending</topic><topic>Collapse</topic><topic>Hybrid composite</topic><topic>Hybrid composites</topic><topic>Load carrying capacity</topic><topic>Local buckling</topic><topic>Reinforcement</topic><topic>Thin walled</topic><topic>Tubes</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Eksi, Secil</creatorcontrib><creatorcontrib>Genel, Kenan</creatorcontrib><collection>CrossRef</collection><collection>Aluminium Industry Abstracts</collection><collection>Engineered Materials Abstracts</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>Thin-walled structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Eksi, Secil</au><au>Genel, Kenan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Bending response of hybrid composite tubular beams</atitle><jtitle>Thin-walled structures</jtitle><date>2013-12-01</date><risdate>2013</risdate><volume>73</volume><spage>329</spage><epage>336</epage><pages>329-336</pages><issn>0263-8231</issn><eissn>1879-3223</eissn><abstract>The influence of inner and outer reinforcements on the bending performance of a thin walled aluminum tube was investigated. Polymeric materials (PA6, PP) and glass/carbon fiber reinforced epoxy were considered to form the composite beam for the inner and outer reinforcement, respectively. The experimental results indicated that the outer reinforcement with a [02/903] fiber orientation layout increased the collapse load by a factor of 4.5 and 5.3. In the hybrid composite beam (HCB), load carrying capacity (LCC) increased a maximum of 14 times. Load carrying capacity of HCB is 2.5 times higher than the steel tube that is used in automotive industry.
•A new hybrid-composite tubular beam has been developed.•Applications of reinforcements provide significant improvement in load carrying.•Inner reinforcement materials is a key point for local buckling formation.•Energy absorption capacity of hybrid composite beam increased 11 times.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.tws.2013.09.001</doi><tpages>8</tpages></addata></record> |
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| ispartof | Thin-walled structures, 2013-12, Vol.73, p.329-336 |
| issn | 0263-8231 1879-3223 |
| language | eng |
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| source | Elsevier ScienceDirect Journals Complete |
| subjects | Beams (structural) Bearing strength Bending Collapse Hybrid composite Hybrid composites Load carrying capacity Local buckling Reinforcement Thin walled Tubes |
| title | Bending response of hybrid composite tubular beams |
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