Nonlinear Analysis of Steel Tube Filled with Steel-Reinforced Concrete after High Temperature
In this paper, ABAQUS finite element analysis software was used to do the following research of the steel tube filled with steel-reinforced concrete composite column. On the basis of past research, simulate axial compression under normal temperature and after the high temperature. And derivate the t...
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| Veröffentlicht in: | Applied Mechanics and Materials 2013-12, Vol.482 (Structural Engineering, Vibration and Aerospace Engineering), p.11-14 |
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| container_issue | Structural Engineering, Vibration and Aerospace Engineering |
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| container_title | Applied Mechanics and Materials |
| container_volume | 482 |
| creator | Liu, Xiao Chen, Pei Chao Zhao, Bai Dong |
| description | In this paper, ABAQUS finite element analysis software was used to do the following research of the steel tube filled with steel-reinforced concrete composite column. On the basis of past research, simulate axial compression under normal temperature and after the high temperature. And derivate the theoretical formula of the axial compressive bearing capacity under normal temperature and after high temperature based on the general theory. The result shows that the simulation value and the calculate value are in good agreement with each other. |
| doi_str_mv | 10.4028/www.scientific.net/AMM.482.11 |
| format | Article |
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On the basis of past research, simulate axial compression under normal temperature and after the high temperature. And derivate the theoretical formula of the axial compressive bearing capacity under normal temperature and after high temperature based on the general theory. The result shows that the simulation value and the calculate value are in good agreement with each other.</description><identifier>ISSN: 1660-9336</identifier><identifier>ISSN: 1662-7482</identifier><identifier>ISBN: 3037859857</identifier><identifier>ISBN: 9783037859858</identifier><identifier>EISSN: 1662-7482</identifier><identifier>DOI: 10.4028/www.scientific.net/AMM.482.11</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><subject>Compressing ; Concretes ; Finite element method ; Mathematical analysis ; Reinforcing steels ; Simulation ; Steels ; Tubes</subject><ispartof>Applied Mechanics and Materials, 2013-12, Vol.482 (Structural Engineering, Vibration and Aerospace Engineering), p.11-14</ispartof><rights>2014 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. Dec 2013</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/2933?width=600</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Liu, Xiao</creatorcontrib><creatorcontrib>Chen, Pei Chao</creatorcontrib><creatorcontrib>Zhao, Bai Dong</creatorcontrib><title>Nonlinear Analysis of Steel Tube Filled with Steel-Reinforced Concrete after High Temperature</title><title>Applied Mechanics and Materials</title><description>In this paper, ABAQUS finite element analysis software was used to do the following research of the steel tube filled with steel-reinforced concrete composite column. On the basis of past research, simulate axial compression under normal temperature and after the high temperature. And derivate the theoretical formula of the axial compressive bearing capacity under normal temperature and after high temperature based on the general theory. The result shows that the simulation value and the calculate value are in good agreement with each other.</description><subject>Compressing</subject><subject>Concretes</subject><subject>Finite element method</subject><subject>Mathematical analysis</subject><subject>Reinforcing steels</subject><subject>Simulation</subject><subject>Steels</subject><subject>Tubes</subject><issn>1660-9336</issn><issn>1662-7482</issn><issn>1662-7482</issn><isbn>3037859857</isbn><isbn>9783037859858</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNkd9rFDEQgEO1YFv9HwJF8GW3-bVJ9kHKcfSs0Cro-Sghl530Uvay1yTL0f_e6AmKTz6FTL6ZycyH0FtKWkGYvjocDm12AWIJPrg2Qrla3N-3QrOW0hN0RqVkjarXF-icE6501-tOvfz1QJqec_kKnef8SIgUVOgz9P3TFMcQwSa8iHZ8ziHjyeOvBWDE63kDeBXGEQZ8CGV7DDdfIEQ_JVejyym6BAWw9QUSvg0PW7yG3R6SLXOC1-jU2zHDm9_nBfq2ulkvb5u7zx8-Lhd3jeNMloY6tVFCMrrxzCnoZf06Z4xx0Q39wCST2nfaSq-0F0IOmlrBRU8GK5UmuuMX6N2x7j5NTzPkYnYhOxhHG2Gas6GdVJRLJUVFL_9BH6c51dErJWSvanOhKvX-SLk05ZzAm30KO5ueDSXmpwlTTZg_Jkw1YaoJU1dvKK3518f8kmzMBdz2rzb_VeEHKHuWaw</recordid><startdate>20131201</startdate><enddate>20131201</enddate><creator>Liu, Xiao</creator><creator>Chen, Pei Chao</creator><creator>Zhao, Bai Dong</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BFMQW</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>7QQ</scope></search><sort><creationdate>20131201</creationdate><title>Nonlinear Analysis of Steel Tube Filled with Steel-Reinforced Concrete after High Temperature</title><author>Liu, Xiao ; 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On the basis of past research, simulate axial compression under normal temperature and after the high temperature. And derivate the theoretical formula of the axial compressive bearing capacity under normal temperature and after high temperature based on the general theory. The result shows that the simulation value and the calculate value are in good agreement with each other.</abstract><cop>Zurich</cop><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMM.482.11</doi><tpages>4</tpages></addata></record> |
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| subjects | Compressing Concretes Finite element method Mathematical analysis Reinforcing steels Simulation Steels Tubes |
| title | Nonlinear Analysis of Steel Tube Filled with Steel-Reinforced Concrete after High Temperature |
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