Dual-nonlinear numerical simulation of concrete
Generally, the geometric non-linearity is ignored in numerical simulation, especially in some numerical simulation of concrete structure, but now it is confirmed by a large number of experiments that the response of the concrete structure under ultimate load depends both on material nonlinearity and...
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| creator | Wang Panxiu Zhao Haitao Wang Hui |
| description | Generally, the geometric non-linearity is ignored in numerical simulation, especially in some numerical simulation of concrete structure, but now it is confirmed by a large number of experiments that the response of the concrete structure under ultimate load depends both on material nonlinearity and geometric non-linearity. So in order to analyze the fracturing behavior of the structures under ultimate load, a FEM program of dual-nonlinear is compiled. At last, through the calculation of concrete structure, it is concluded that dual-nonlinear analysis is necessary in intensive numerical simulation. |
| doi_str_mv | 10.1109/MACE.2010.5536687 |
| format | Conference Proceeding |
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At last, through the calculation of concrete structure, it is concluded that dual-nonlinear analysis is necessary in intensive numerical simulation.</description><subject>Building materials</subject><subject>Capacitive sensors</subject><subject>Civil engineering</subject><subject>Concrete</subject><subject>dual non-linearity</subject><subject>Educational institutions</subject><subject>geometric non-linearity</subject><subject>Numerical simulation</subject><subject>Solid modeling</subject><subject>Strain measurement</subject><subject>Stress</subject><subject>Transportation</subject><isbn>9781424477371</isbn><isbn>1424477379</isbn><isbn>9781424477388</isbn><isbn>1424477395</isbn><isbn>1424477387</isbn><isbn>9781424477395</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2010</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNpVj81Kw0AURkdEUGoeQNzkBdLOnb_MLEusVqi46b7cTO_AyGQik2Th21uwG8_m42w-OIw9AV8DcLf52Ha7teAX1VoaY9sbVrnWghJKta209vaft3DPqmn64heUFuD4A9u8LJiaPOYUM2Gp8zJQiR5TPcVhSTjHMddjqP2YfaGZHtldwDRRdd0VO77ujt2-OXy-vXfbQxMdnxtNJHpJlpMm33PiKAFkj0YHMMYL5Qik0OC1C1rJM9doz1IhGR_QKC9X7PnvNhLR6bvEAcvP6VopfwHG8EUZ</recordid><startdate>201006</startdate><enddate>201006</enddate><creator>Wang Panxiu</creator><creator>Zhao Haitao</creator><creator>Wang Hui</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope></search><sort><creationdate>201006</creationdate><title>Dual-nonlinear numerical simulation of concrete</title><author>Wang Panxiu ; Zhao Haitao ; Wang Hui</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i90t-5ee2b3e80e5ecb0e0a3113ba65f166c249e13251c59f543d05a8d34ae6cfa64c3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Building materials</topic><topic>Capacitive sensors</topic><topic>Civil engineering</topic><topic>Concrete</topic><topic>dual non-linearity</topic><topic>Educational institutions</topic><topic>geometric non-linearity</topic><topic>Numerical simulation</topic><topic>Solid modeling</topic><topic>Strain measurement</topic><topic>Stress</topic><topic>Transportation</topic><toplevel>online_resources</toplevel><creatorcontrib>Wang Panxiu</creatorcontrib><creatorcontrib>Zhao Haitao</creatorcontrib><creatorcontrib>Wang Hui</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan All Online (POP All Online) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE Electronic Library (IEL)</collection><collection>IEEE Proceedings Order Plans (POP All) 1998-Present</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Wang Panxiu</au><au>Zhao Haitao</au><au>Wang Hui</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Dual-nonlinear numerical simulation of concrete</atitle><btitle>2010 International Conference on Mechanic Automation and Control Engineering</btitle><stitle>MACE</stitle><date>2010-06</date><risdate>2010</risdate><spage>1011</spage><epage>1014</epage><pages>1011-1014</pages><isbn>9781424477371</isbn><isbn>1424477379</isbn><eisbn>9781424477388</eisbn><eisbn>1424477395</eisbn><eisbn>1424477387</eisbn><eisbn>9781424477395</eisbn><abstract>Generally, the geometric non-linearity is ignored in numerical simulation, especially in some numerical simulation of concrete structure, but now it is confirmed by a large number of experiments that the response of the concrete structure under ultimate load depends both on material nonlinearity and geometric non-linearity. 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| source | IEEE Electronic Library (IEL) Conference Proceedings |
| subjects | Building materials Capacitive sensors Civil engineering Concrete dual non-linearity Educational institutions geometric non-linearity Numerical simulation Solid modeling Strain measurement Stress Transportation |
| title | Dual-nonlinear numerical simulation of concrete |
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