Modeling of Interfacial Debonding Analysis for Reinforced Concrete Based on ADINA
Reinforced concrete (RC) can work normally in actual engineering, which depends on well interfacial bond strength between reinforcing steel bar and concrete. Interfacial debonding is one of the main damage forms for RC and its structure. Relative sliding or interfacial debonding may occur under exte...
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| creator | Qing-Jie Zhu Shi-Lin Lu |
| description | Reinforced concrete (RC) can work normally in actual engineering, which depends on well interfacial bond strength between reinforcing steel bar and concrete. Interfacial debonding is one of the main damage forms for RC and its structure. Relative sliding or interfacial debonding may occur under external loading, especially cyclic loading. Cyclic loading exists in many projects, for example, ocean platform and crane girder. Finite element model for interfacial debonding investigation of RC under cyclic loading is designed as basis of ADINA. The friction between reinforcing steel bar and concrete is defined, and bond stress-slippage relationship between concrete and reinforcing steel bar is established. According to the calculating result, effects of reinforcing steel bar type and anchor depth on interfacial fatigue are analyzed. It can provide effective numerical ideal and method for investigation of RC lasting quality. |
| doi_str_mv | 10.1109/ICIC.2009.384 |
| format | Conference Proceeding |
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Interfacial debonding is one of the main damage forms for RC and its structure. Relative sliding or interfacial debonding may occur under external loading, especially cyclic loading. Cyclic loading exists in many projects, for example, ocean platform and crane girder. Finite element model for interfacial debonding investigation of RC under cyclic loading is designed as basis of ADINA. The friction between reinforcing steel bar and concrete is defined, and bond stress-slippage relationship between concrete and reinforcing steel bar is established. According to the calculating result, effects of reinforcing steel bar type and anchor depth on interfacial fatigue are analyzed. It can provide effective numerical ideal and method for investigation of RC lasting quality.</description><identifier>ISSN: 2160-7443</identifier><identifier>ISBN: 9780769536347</identifier><identifier>ISBN: 0769536344</identifier><identifier>DOI: 10.1109/ICIC.2009.384</identifier><identifier>LCCN: 2009900984</identifier><language>eng</language><publisher>IEEE</publisher><subject>ADINA ; Concrete ; finite element method (FEM) ; interfacial debonding ; modeling ; slippage</subject><ispartof>2009 Second International Conference on Information and Computing Science, 2009, Vol.4, p.292-295</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/5169184$$EHTML$$P50$$Gieee$$H</linktohtml><link.rule.ids>309,310,780,784,789,790,2058,27925,54920</link.rule.ids><linktorsrc>$$Uhttps://ieeexplore.ieee.org/document/5169184$$EView_record_in_IEEE$$FView_record_in_$$GIEEE</linktorsrc></links><search><creatorcontrib>Qing-Jie Zhu</creatorcontrib><creatorcontrib>Shi-Lin Lu</creatorcontrib><title>Modeling of Interfacial Debonding Analysis for Reinforced Concrete Based on ADINA</title><title>2009 Second International Conference on Information and Computing Science</title><addtitle>ICIC</addtitle><description>Reinforced concrete (RC) can work normally in actual engineering, which depends on well interfacial bond strength between reinforcing steel bar and concrete. Interfacial debonding is one of the main damage forms for RC and its structure. Relative sliding or interfacial debonding may occur under external loading, especially cyclic loading. Cyclic loading exists in many projects, for example, ocean platform and crane girder. Finite element model for interfacial debonding investigation of RC under cyclic loading is designed as basis of ADINA. The friction between reinforcing steel bar and concrete is defined, and bond stress-slippage relationship between concrete and reinforcing steel bar is established. According to the calculating result, effects of reinforcing steel bar type and anchor depth on interfacial fatigue are analyzed. It can provide effective numerical ideal and method for investigation of RC lasting quality.</description><subject>ADINA</subject><subject>Concrete</subject><subject>finite element method (FEM)</subject><subject>interfacial debonding</subject><subject>modeling</subject><subject>slippage</subject><issn>2160-7443</issn><isbn>9780769536347</isbn><isbn>0769536344</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2009</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNotTjtPwzAYtASVKCUjE4v_QMLn2PFjDCmFSAUE6l45yWdkFGyUZOm_xxUMp9PpHjpCbhkUjIG5b5u2KUoAU3AtLkhmlAYlTcUlF-qSrEsmIVdC8BW5PsdMghZXJJvnLwDgTGsjYE3eX-KAow-fNDrahgUnZ3tvR7rFLobhbNTBjqfZz9TFiX6gD4l7HGgTQz_hgvTBzknGQOtt-1rfkJWz44zZP2_IYfd4aJ7z_dtT29T73BtYcltWiF0ltURlXAXa6IEhokg_OWeGGSGcU67r0A5dyRNQdk4x16cwOL4hd3-zPrWOP5P_ttPpWDFpmBb8Fx-AUNs</recordid><startdate>200905</startdate><enddate>200905</enddate><creator>Qing-Jie Zhu</creator><creator>Shi-Lin Lu</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope></search><sort><creationdate>200905</creationdate><title>Modeling of Interfacial Debonding Analysis for Reinforced Concrete Based on ADINA</title><author>Qing-Jie Zhu ; Shi-Lin Lu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i90t-a25eeb5686e79f50898d1eee400933191944ff7fbbeadb23db2e6bf71fc5080f3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2009</creationdate><topic>ADINA</topic><topic>Concrete</topic><topic>finite element method (FEM)</topic><topic>interfacial debonding</topic><topic>modeling</topic><topic>slippage</topic><toplevel>online_resources</toplevel><creatorcontrib>Qing-Jie Zhu</creatorcontrib><creatorcontrib>Shi-Lin Lu</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 Online</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>Qing-Jie Zhu</au><au>Shi-Lin Lu</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Modeling of Interfacial Debonding Analysis for Reinforced Concrete Based on ADINA</atitle><btitle>2009 Second International Conference on Information and Computing Science</btitle><stitle>ICIC</stitle><date>2009-05</date><risdate>2009</risdate><volume>4</volume><spage>292</spage><epage>295</epage><pages>292-295</pages><issn>2160-7443</issn><isbn>9780769536347</isbn><isbn>0769536344</isbn><abstract>Reinforced concrete (RC) can work normally in actual engineering, which depends on well interfacial bond strength between reinforcing steel bar and concrete. Interfacial debonding is one of the main damage forms for RC and its structure. Relative sliding or interfacial debonding may occur under external loading, especially cyclic loading. Cyclic loading exists in many projects, for example, ocean platform and crane girder. Finite element model for interfacial debonding investigation of RC under cyclic loading is designed as basis of ADINA. The friction between reinforcing steel bar and concrete is defined, and bond stress-slippage relationship between concrete and reinforcing steel bar is established. According to the calculating result, effects of reinforcing steel bar type and anchor depth on interfacial fatigue are analyzed. It can provide effective numerical ideal and method for investigation of RC lasting quality.</abstract><pub>IEEE</pub><doi>10.1109/ICIC.2009.384</doi><tpages>4</tpages></addata></record> |
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| ispartof | 2009 Second International Conference on Information and Computing Science, 2009, Vol.4, p.292-295 |
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| source | IEEE Electronic Library (IEL) Conference Proceedings |
| subjects | ADINA Concrete finite element method (FEM) interfacial debonding modeling slippage |
| title | Modeling of Interfacial Debonding Analysis for Reinforced Concrete Based on ADINA |
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