Bundling of headed bars in concrete
The present note presents tests of specimens reinforced with short headed bars (studs) with head area equal to ten times the bar area. The yield strength of the stud is developed solely by the head; thus, the stud can be plain (non-deformed). The objective of the tests is to show that up to four hea...
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Veröffentlicht in: | Canadian journal of civil engineering 2012-07, Vol.39 (7), p.849-853 |
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creator | GHALI, Amin GAYED, Ramez B |
description | The present note presents tests of specimens reinforced with short headed bars (studs) with head area equal to ten times the bar area. The yield strength of the stud is developed solely by the head; thus, the stud can be plain (non-deformed). The objective of the tests is to show that up to four headed bars can be grouped in a bundle to act as a unit, and to recommend rules for detailing. |
doi_str_mv | 10.1139/l2012-068 |
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The yield strength of the stud is developed solely by the head; thus, the stud can be plain (non-deformed). The objective of the tests is to show that up to four headed bars can be grouped in a bundle to act as a unit, and to recommend rules for detailing.</description><identifier>ISSN: 0315-1468</identifier><identifier>EISSN: 1208-6029</identifier><identifier>DOI: 10.1139/l2012-068</identifier><identifier>CODEN: CJCEB8</identifier><language>eng</language><publisher>Ottawa, ON: NRC Research Press</publisher><subject>Analysis ; Applied sciences ; Bars ; Building law ; Buildings. Public works ; bundling ; Civil engineering ; Concretes. Mortars. Grouts ; confinement ; Exact sciences and technology ; headed bars ; Materials ; modèle à treillis ; plain bars ; regroupage ; Reinforced concrete ; Reinforcing bars ; Shear tests ; stacked heads ; staggered heads ; strut-and-tie ; tiges lisses ; tiges à tête ; têtes décalées ; têtes étagées ; Yield stress</subject><ispartof>Canadian journal of civil engineering, 2012-07, Vol.39 (7), p.849-853</ispartof><rights>2015 INIST-CNRS</rights><rights>COPYRIGHT 2012 NRC Research Press</rights><rights>Copyright National Research Council of Canada Jul 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c594t-7475672efb8defa41ca2447adc6720e9be71e3d2bc2f23b2fabb15e940b5fe653</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26304852$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>GHALI, Amin</creatorcontrib><creatorcontrib>GAYED, Ramez B</creatorcontrib><title>Bundling of headed bars in concrete</title><title>Canadian journal of civil engineering</title><description>The present note presents tests of specimens reinforced with short headed bars (studs) with head area equal to ten times the bar area. 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Grouts</subject><subject>confinement</subject><subject>Exact sciences and technology</subject><subject>headed bars</subject><subject>Materials</subject><subject>modèle à treillis</subject><subject>plain bars</subject><subject>regroupage</subject><subject>Reinforced concrete</subject><subject>Reinforcing bars</subject><subject>Shear tests</subject><subject>stacked heads</subject><subject>staggered heads</subject><subject>strut-and-tie</subject><subject>tiges lisses</subject><subject>tiges à tête</subject><subject>têtes décalées</subject><subject>têtes étagées</subject><subject>Yield stress</subject><issn>0315-1468</issn><issn>1208-6029</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqV0m1r1TAUB_AgCl6nL_wGxSEo2JmHpm1ezqFuMBR8eB2S9KQ3oze9y2lBv72529h2RxFGoIHwO_8c0kPIa0aPGBPq48Ap4yWt2ydkxThty5py9ZSsqGCyZFXdPicvEC8oZVQItSKHn-bYDSH2xeiLNZgOusKahEWIhRujSzDBS_LMmwHh1c1-QH5_-fzr5LQ8__717OT4vHRSVVPZVI2sGw7eth14UzFneFU1pnP5lIKy0DAQHbeOey4s98ZaJkFV1EoPtRQH5N117jaNlzPgpDcBHQyDiTDOqHPLLRdNI1Smhw_oxTinmLvLiguqlKzbO9WbAXSIfpyScbtQfcyVFDyj3bXlguohQjLDGMGHfLzn3yx4tw2X-j46WkB5dbAJbjH1_V5BNhP8mXozI-qznz8eYb_t2w_3rJ0xRMD8wdCvJ7wuWYp2aURM4PU2hY1Jf_O76t2E6asJ0_Tqed_e_ASDzgw-megC3hbwWtCqlfyuhZjyPCGY5Nb_if0HzyXWYQ</recordid><startdate>20120701</startdate><enddate>20120701</enddate><creator>GHALI, Amin</creator><creator>GAYED, Ramez B</creator><general>NRC Research Press</general><general>National Research Council of Canada</general><general>Canadian Science Publishing NRC Research Press</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>ISN</scope><scope>ISR</scope><scope>7ST</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><scope>7QQ</scope><scope>JG9</scope></search><sort><creationdate>20120701</creationdate><title>Bundling of headed bars in concrete</title><author>GHALI, Amin ; GAYED, Ramez B</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c594t-7475672efb8defa41ca2447adc6720e9be71e3d2bc2f23b2fabb15e940b5fe653</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Analysis</topic><topic>Applied sciences</topic><topic>Bars</topic><topic>Building law</topic><topic>Buildings. 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Grouts</topic><topic>confinement</topic><topic>Exact sciences and technology</topic><topic>headed bars</topic><topic>Materials</topic><topic>modèle à treillis</topic><topic>plain bars</topic><topic>regroupage</topic><topic>Reinforced concrete</topic><topic>Reinforcing bars</topic><topic>Shear tests</topic><topic>stacked heads</topic><topic>staggered heads</topic><topic>strut-and-tie</topic><topic>tiges lisses</topic><topic>tiges à tête</topic><topic>têtes décalées</topic><topic>têtes étagées</topic><topic>Yield stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>GHALI, Amin</creatorcontrib><creatorcontrib>GAYED, Ramez B</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Gale In Context: Canada</collection><collection>Gale In Context: Science</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Ceramic Abstracts</collection><collection>Materials Research Database</collection><jtitle>Canadian journal of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>GHALI, Amin</au><au>GAYED, Ramez B</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Bundling of headed bars in concrete</atitle><jtitle>Canadian journal of civil engineering</jtitle><date>2012-07-01</date><risdate>2012</risdate><volume>39</volume><issue>7</issue><spage>849</spage><epage>853</epage><pages>849-853</pages><issn>0315-1468</issn><eissn>1208-6029</eissn><coden>CJCEB8</coden><abstract>The present note presents tests of specimens reinforced with short headed bars (studs) with head area equal to ten times the bar area. 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identifier | ISSN: 0315-1468 |
ispartof | Canadian journal of civil engineering, 2012-07, Vol.39 (7), p.849-853 |
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language | eng |
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source | Alma/SFX Local Collection |
subjects | Analysis Applied sciences Bars Building law Buildings. Public works bundling Civil engineering Concretes. Mortars. Grouts confinement Exact sciences and technology headed bars Materials modèle à treillis plain bars regroupage Reinforced concrete Reinforcing bars Shear tests stacked heads staggered heads strut-and-tie tiges lisses tiges à tête têtes décalées têtes étagées Yield stress |
title | Bundling of headed bars in concrete |
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