CONSIDERATION ON CONCRETE SHEARING STRENGTH OF PERFOBOND RIB BY LIMIT ANALYSIS THEOREM

Ultimate shear strength of Perfobond Rib (abbreviated as PBL) in a push-out test was examined using the lower bound theorem of limit analysis under modeling of perfectly plastic material for 3D compressive concrete. Linearized Mohr-Coulomb criterion was applied to yield and fracture of concrete, and...

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Veröffentlicht in:	Doboku Gakkai Ronbunshu 2005, Vol.2005(781), pp.781_213-781_218
Hauptverfasser:	SONODA, Keiichiro, EBINA, Takayuki
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Sprache:	eng
Schlagworte:	concrete dowel limit analysis lower bound theorem perfobond rib
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description	Ultimate shear strength of Perfobond Rib (abbreviated as PBL) in a push-out test was examined using the lower bound theorem of limit analysis under modeling of perfectly plastic material for 3D compressive concrete. Linearized Mohr-Coulomb criterion was applied to yield and fracture of concrete, and discontinuous stress fields were assumed to concrete part within a steel rib hole and on its vicinity. Numerical analyses showed the effect of the hole diameter and thickness on the ultimate concrete dower strength of PBL. Discussion was made on comparison between the numerical results and the existing test ones.
doi_str_mv	10.2208/jscej.2005.781_213
format	Article
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Linearized Mohr-Coulomb criterion was applied to yield and fracture of concrete, and discontinuous stress fields were assumed to concrete part within a steel rib hole and on its vicinity. Numerical analyses showed the effect of the hole diameter and thickness on the ultimate concrete dower strength of PBL. Discussion was made on comparison between the numerical results and the existing test ones.</description><identifier>ISSN: 0289-7806</identifier><identifier>EISSN: 1882-7187</identifier><identifier>DOI: 10.2208/jscej.2005.781_213</identifier><language>eng</language><publisher>Tokyo: Japan Society of Civil Engineers</publisher><subject>concrete dowel ; limit analysis ; lower bound theorem ; perfobond rib</subject><ispartof>Doboku Gakkai Ronbunshu, 2005, Vol.2005(781), pp.781_213-781_218</ispartof><rights>2005 by Japan Society of Civil Engineers</rights><rights>Copyright Japan Science and Technology Agency 2005</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c1853-3600122bc02166838a8af8d1732de64084953ddf3d1decb525fe2a0f4a870393</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,1883,4024,27923,27924,27925</link.rule.ids></links><search><creatorcontrib>SONODA, Keiichiro</creatorcontrib><creatorcontrib>EBINA, Takayuki</creatorcontrib><title>CONSIDERATION ON CONCRETE SHEARING STRENGTH OF PERFOBOND RIB BY LIMIT ANALYSIS THEOREM</title><title>Doboku Gakkai Ronbunshu</title><addtitle>Doboku Gakkai Ronbunshu</addtitle><description>Ultimate shear strength of Perfobond Rib (abbreviated as PBL) in a push-out test was examined using the lower bound theorem of limit analysis under modeling of perfectly plastic material for 3D compressive concrete. 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Linearized Mohr-Coulomb criterion was applied to yield and fracture of concrete, and discontinuous stress fields were assumed to concrete part within a steel rib hole and on its vicinity. Numerical analyses showed the effect of the hole diameter and thickness on the ultimate concrete dower strength of PBL. Discussion was made on comparison between the numerical results and the existing test ones.</abstract><cop>Tokyo</cop><pub>Japan Society of Civil Engineers</pub><doi>10.2208/jscej.2005.781_213</doi><oa>free_for_read</oa></addata></record>
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source	J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese; EZB-FREE-00999 freely available EZB journals
subjects	concrete dowel limit analysis lower bound theorem perfobond rib
title	CONSIDERATION ON CONCRETE SHEARING STRENGTH OF PERFOBOND RIB BY LIMIT ANALYSIS THEOREM
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