Study on Finite Element Modeling of Girder Bridges
The modeling techniques selected for girder bridges should be capable of including physical behavior, such as composite action and the eccentricity effect between the slab deck and the girder. In this paper, we find that the ANSYS has the capability of offsetting the beam element from a reference no...
Gespeichert in:
| Veröffentlicht in: | Advanced Materials Research 2013-01, Vol.671-674, p.1051-1054 |
|---|---|
| 1. Verfasser: | |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1054 |
|---|---|
| container_issue | |
| container_start_page | 1051 |
| container_title | Advanced Materials Research |
| container_volume | 671-674 |
| creator | Xia, Xiao Hui |
| description | The modeling techniques selected for girder bridges should be capable of including physical behavior, such as composite action and the eccentricity effect between the slab deck and the girder. In this paper, we find that the ANSYS has the capability of offsetting the beam element from a reference node location in order to define the centric location of the section relative to the node location. |
| doi_str_mv | 10.4028/www.scientific.net/AMR.671-674.1051 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1855393996</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1855393996</sourcerecordid><originalsourceid>FETCH-LOGICAL-c310t-6ba7f91690b53b8967b1cf36f36649fdbc7bcb95f0b5a77c3abb4aae47cc5de73</originalsourceid><addsrcrecordid>eNqVkE1rAyEQhqUf0Cbtf9hjoexG11XXYxqStJBQ6MdZ1HVTw8ZN1SXk39eQQs-FGebwDs8wDwCPCBYVLOvJ4XAogrbGRdtaXTgTJ9P1W0EZyimrCgQJugC3iNIyr3lNLsEIQ8xqQimCVymAZZlTWsMbMAphCyGtUEluQfkeh-aY9S5bWGejyead2aUj2bpvTGfdJuvbbGl9Y3z25G2zMeEOXLeyC-b-d47B52L-MXvOV6_Ll9l0lWuMYMypkqzliHKoCFY1p0wh3WKaila8bZRmSitO2pRLxjSWSlVSmoppTRrD8Bg8nLl7338PJkSxs0GbrpPO9EMQqCYEc8w5Tauz86r2fQjetGLv7U76o0BQnPSJpE_86RNJn0j6RNKXuhInfYkyP1Oily5Eo7_Eth-8S0_-i_MDptKBEw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1855393996</pqid></control><display><type>article</type><title>Study on Finite Element Modeling of Girder Bridges</title><source>Scientific.net Journals</source><creator>Xia, Xiao Hui</creator><creatorcontrib>Xia, Xiao Hui</creatorcontrib><description>The modeling techniques selected for girder bridges should be capable of including physical behavior, such as composite action and the eccentricity effect between the slab deck and the girder. In this paper, we find that the ANSYS has the capability of offsetting the beam element from a reference node location in order to define the centric location of the section relative to the node location.</description><identifier>ISSN: 1022-6680</identifier><identifier>ISSN: 1662-8985</identifier><identifier>ISBN: 3037856610</identifier><identifier>ISBN: 9783037856611</identifier><identifier>EISSN: 1662-8985</identifier><identifier>DOI: 10.4028/www.scientific.net/AMR.671-674.1051</identifier><language>eng</language><publisher>Trans Tech Publications Ltd</publisher><subject>Decks ; Eccentricity ; Finite element method ; Girder bridges ; Girders ; Materials selection ; Mathematical models ; Slabs</subject><ispartof>Advanced Materials Research, 2013-01, Vol.671-674, p.1051-1054</ispartof><rights>2013 Trans Tech Publications Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c310t-6ba7f91690b53b8967b1cf36f36649fdbc7bcb95f0b5a77c3abb4aae47cc5de73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/2331?width=600</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Xia, Xiao Hui</creatorcontrib><title>Study on Finite Element Modeling of Girder Bridges</title><title>Advanced Materials Research</title><description>The modeling techniques selected for girder bridges should be capable of including physical behavior, such as composite action and the eccentricity effect between the slab deck and the girder. In this paper, we find that the ANSYS has the capability of offsetting the beam element from a reference node location in order to define the centric location of the section relative to the node location.</description><subject>Decks</subject><subject>Eccentricity</subject><subject>Finite element method</subject><subject>Girder bridges</subject><subject>Girders</subject><subject>Materials selection</subject><subject>Mathematical models</subject><subject>Slabs</subject><issn>1022-6680</issn><issn>1662-8985</issn><issn>1662-8985</issn><isbn>3037856610</isbn><isbn>9783037856611</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqVkE1rAyEQhqUf0Cbtf9hjoexG11XXYxqStJBQ6MdZ1HVTw8ZN1SXk39eQQs-FGebwDs8wDwCPCBYVLOvJ4XAogrbGRdtaXTgTJ9P1W0EZyimrCgQJugC3iNIyr3lNLsEIQ8xqQimCVymAZZlTWsMbMAphCyGtUEluQfkeh-aY9S5bWGejyead2aUj2bpvTGfdJuvbbGl9Y3z25G2zMeEOXLeyC-b-d47B52L-MXvOV6_Ll9l0lWuMYMypkqzliHKoCFY1p0wh3WKaila8bZRmSitO2pRLxjSWSlVSmoppTRrD8Bg8nLl7338PJkSxs0GbrpPO9EMQqCYEc8w5Tauz86r2fQjetGLv7U76o0BQnPSJpE_86RNJn0j6RNKXuhInfYkyP1Oily5Eo7_Eth-8S0_-i_MDptKBEw</recordid><startdate>20130101</startdate><enddate>20130101</enddate><creator>Xia, Xiao Hui</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>20130101</creationdate><title>Study on Finite Element Modeling of Girder Bridges</title><author>Xia, Xiao Hui</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c310t-6ba7f91690b53b8967b1cf36f36649fdbc7bcb95f0b5a77c3abb4aae47cc5de73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Decks</topic><topic>Eccentricity</topic><topic>Finite element method</topic><topic>Girder bridges</topic><topic>Girders</topic><topic>Materials selection</topic><topic>Mathematical models</topic><topic>Slabs</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xia, Xiao Hui</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Advanced Materials Research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xia, Xiao Hui</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Study on Finite Element Modeling of Girder Bridges</atitle><jtitle>Advanced Materials Research</jtitle><date>2013-01-01</date><risdate>2013</risdate><volume>671-674</volume><spage>1051</spage><epage>1054</epage><pages>1051-1054</pages><issn>1022-6680</issn><issn>1662-8985</issn><eissn>1662-8985</eissn><isbn>3037856610</isbn><isbn>9783037856611</isbn><abstract>The modeling techniques selected for girder bridges should be capable of including physical behavior, such as composite action and the eccentricity effect between the slab deck and the girder. In this paper, we find that the ANSYS has the capability of offsetting the beam element from a reference node location in order to define the centric location of the section relative to the node location.</abstract><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMR.671-674.1051</doi><tpages>4</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1022-6680 |
| ispartof | Advanced Materials Research, 2013-01, Vol.671-674, p.1051-1054 |
| issn | 1022-6680 1662-8985 1662-8985 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1855393996 |
| source | Scientific.net Journals |
| subjects | Decks Eccentricity Finite element method Girder bridges Girders Materials selection Mathematical models Slabs |
| title | Study on Finite Element Modeling of Girder Bridges |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-26T06%3A52%3A56IST&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=Study%20on%20Finite%20Element%20Modeling%20of%20Girder%20Bridges&rft.jtitle=Advanced%20Materials%20Research&rft.au=Xia,%20Xiao%20Hui&rft.date=2013-01-01&rft.volume=671-674&rft.spage=1051&rft.epage=1054&rft.pages=1051-1054&rft.issn=1022-6680&rft.eissn=1662-8985&rft.isbn=3037856610&rft.isbn_list=9783037856611&rft_id=info:doi/10.4028/www.scientific.net/AMR.671-674.1051&rft_dat=%3Cproquest_cross%3E1855393996%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=1855393996&rft_id=info:pmid/&rfr_iscdi=true |