Steel–concrete bond strength of lightweight self-consolidating concrete

The bond behavior of lightweight self-consolidating concrete (LWSCC) must be understood in order to use this type of high performance concrete in structural members. The objective of this research program is to assess the bond behavior of reinforcing steel bars embedded in LWSCC members. Three diffe...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Materials and structures 2009-08, Vol.42 (7), p.1015-1023
Hauptverfasser: Lachemi, M., Bae, S., Hossain, K. M. A., Sahmaran, M.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 1023
container_issue 7
container_start_page 1015
container_title Materials and structures
container_volume 42
creator Lachemi, M.
Bae, S.
Hossain, K. M. A.
Sahmaran, M.
description The bond behavior of lightweight self-consolidating concrete (LWSCC) must be understood in order to use this type of high performance concrete in structural members. The objective of this research program is to assess the bond behavior of reinforcing steel bars embedded in LWSCC members. Three different classes of LWSCC mixtures were developed with two different types of lightweight aggregates. In addition, one normal weight SCC (NWSCC) was developed and used as a control mixture. A total of twenty four pullout tests were conducted on deformed reinforcing bars with an embedded length of either 100 or 200 mm and the load-slip responses, failure modes and bond strengths of LWSCC and NWSCC were compared. Based on the results of this study, the bond strength of deformed bars for LWSCCs are found to be less (between 16 and 38%) as compared with NWSCC. Under the conditions of equivalent workability properties and compressive strength, bond slip properties were shown to be significantly influenced by the type of lightweight aggregate used. In this study, the use of expanded shale in the production of LWSCC significantly enhanced the pullout strength when compared with lightweight slag aggregate.
doi_str_mv 10.1617/s11527-008-9440-4
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_34822512</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2426728331</sourcerecordid><originalsourceid>FETCH-LOGICAL-c442t-e5b7eb46f64024672af91fb92edd27366146d34cb1f81db00017257c6a9d1ddb3</originalsourceid><addsrcrecordid>eNp1kM1KAzEUhQdRsFYfwN0g6C6am8nkZynFn0LBhboOmfy0U6YzNZki7nwH39AnMWWqguDm3gv3O4fDybJTwJfAgF9FgJJwhLFAklKM6F42AsEBMcGL_XQXpUSllPwwO4pxiXEhAcgomz72zjWf7x-ma01wvcurrrV57INr5_0i73ze1PNF_-q2M4-u8SihsWtqq_u6neffwuPswOsmupPdHmfPtzdPk3s0e7ibTq5nyFBKeuTKiruKMs8oJpRxor0EX0nirCW8YAwoswU1FXgBtsIYAyclN0xLC9ZWxTi7GHzXoXvZuNirVR2Naxrdum4TVUEFISWQBJ79AZfdJrQpmxKi4IwLJhIEA2RCF2NwXq1DvdLhTQFW22bV0KxKzapts4omzfnOWEejGx90a-r4IyTAhOAEEkcGLqZXO3fhN8D_5l86Ool-</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>883767868</pqid></control><display><type>article</type><title>Steel–concrete bond strength of lightweight self-consolidating concrete</title><source>SpringerLink Journals - AutoHoldings</source><creator>Lachemi, M. ; Bae, S. ; Hossain, K. M. A. ; Sahmaran, M.</creator><creatorcontrib>Lachemi, M. ; Bae, S. ; Hossain, K. M. A. ; Sahmaran, M.</creatorcontrib><description>The bond behavior of lightweight self-consolidating concrete (LWSCC) must be understood in order to use this type of high performance concrete in structural members. The objective of this research program is to assess the bond behavior of reinforcing steel bars embedded in LWSCC members. Three different classes of LWSCC mixtures were developed with two different types of lightweight aggregates. In addition, one normal weight SCC (NWSCC) was developed and used as a control mixture. A total of twenty four pullout tests were conducted on deformed reinforcing bars with an embedded length of either 100 or 200 mm and the load-slip responses, failure modes and bond strengths of LWSCC and NWSCC were compared. Based on the results of this study, the bond strength of deformed bars for LWSCCs are found to be less (between 16 and 38%) as compared with NWSCC. Under the conditions of equivalent workability properties and compressive strength, bond slip properties were shown to be significantly influenced by the type of lightweight aggregate used. In this study, the use of expanded shale in the production of LWSCC significantly enhanced the pullout strength when compared with lightweight slag aggregate.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-008-9440-4</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Aggregates ; Applied sciences ; Bond strength ; Building construction ; Building Materials ; Buildings. Public works ; Civil Engineering ; Concrete ; Concretes. Mortars. Grouts ; Engineering ; Exact sciences and technology ; Machines ; Manufacturing ; Materials ; Materials Science ; Original Article ; Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.) ; Processes ; Solid Mechanics ; Steel ; Theoretical and Applied Mechanics</subject><ispartof>Materials and structures, 2009-08, Vol.42 (7), p.1015-1023</ispartof><rights>RILEM 2008</rights><rights>2015 INIST-CNRS</rights><rights>RILEM 2009</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c442t-e5b7eb46f64024672af91fb92edd27366146d34cb1f81db00017257c6a9d1ddb3</citedby><cites>FETCH-LOGICAL-c442t-e5b7eb46f64024672af91fb92edd27366146d34cb1f81db00017257c6a9d1ddb3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1617/s11527-008-9440-4$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-008-9440-4$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27922,27923,41486,42555,51317</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=21688721$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lachemi, M.</creatorcontrib><creatorcontrib>Bae, S.</creatorcontrib><creatorcontrib>Hossain, K. M. A.</creatorcontrib><creatorcontrib>Sahmaran, M.</creatorcontrib><title>Steel–concrete bond strength of lightweight self-consolidating concrete</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>The bond behavior of lightweight self-consolidating concrete (LWSCC) must be understood in order to use this type of high performance concrete in structural members. The objective of this research program is to assess the bond behavior of reinforcing steel bars embedded in LWSCC members. Three different classes of LWSCC mixtures were developed with two different types of lightweight aggregates. In addition, one normal weight SCC (NWSCC) was developed and used as a control mixture. A total of twenty four pullout tests were conducted on deformed reinforcing bars with an embedded length of either 100 or 200 mm and the load-slip responses, failure modes and bond strengths of LWSCC and NWSCC were compared. Based on the results of this study, the bond strength of deformed bars for LWSCCs are found to be less (between 16 and 38%) as compared with NWSCC. Under the conditions of equivalent workability properties and compressive strength, bond slip properties were shown to be significantly influenced by the type of lightweight aggregate used. In this study, the use of expanded shale in the production of LWSCC significantly enhanced the pullout strength when compared with lightweight slag aggregate.</description><subject>Aggregates</subject><subject>Applied sciences</subject><subject>Bond strength</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Concrete</subject><subject>Concretes. Mortars. Grouts</subject><subject>Engineering</subject><subject>Exact sciences and technology</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials</subject><subject>Materials Science</subject><subject>Original Article</subject><subject>Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)</subject><subject>Processes</subject><subject>Solid Mechanics</subject><subject>Steel</subject><subject>Theoretical and Applied Mechanics</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kM1KAzEUhQdRsFYfwN0g6C6am8nkZynFn0LBhboOmfy0U6YzNZki7nwH39AnMWWqguDm3gv3O4fDybJTwJfAgF9FgJJwhLFAklKM6F42AsEBMcGL_XQXpUSllPwwO4pxiXEhAcgomz72zjWf7x-ma01wvcurrrV57INr5_0i73ze1PNF_-q2M4-u8SihsWtqq_u6neffwuPswOsmupPdHmfPtzdPk3s0e7ibTq5nyFBKeuTKiruKMs8oJpRxor0EX0nirCW8YAwoswU1FXgBtsIYAyclN0xLC9ZWxTi7GHzXoXvZuNirVR2Naxrdum4TVUEFISWQBJ79AZfdJrQpmxKi4IwLJhIEA2RCF2NwXq1DvdLhTQFW22bV0KxKzapts4omzfnOWEejGx90a-r4IyTAhOAEEkcGLqZXO3fhN8D_5l86Ool-</recordid><startdate>20090801</startdate><enddate>20090801</enddate><creator>Lachemi, M.</creator><creator>Bae, S.</creator><creator>Hossain, K. M. A.</creator><creator>Sahmaran, M.</creator><general>Springer Netherlands</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>20090801</creationdate><title>Steel–concrete bond strength of lightweight self-consolidating concrete</title><author>Lachemi, M. ; Bae, S. ; Hossain, K. M. A. ; Sahmaran, M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c442t-e5b7eb46f64024672af91fb92edd27366146d34cb1f81db00017257c6a9d1ddb3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Aggregates</topic><topic>Applied sciences</topic><topic>Bond strength</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Concrete</topic><topic>Concretes. Mortars. Grouts</topic><topic>Engineering</topic><topic>Exact sciences and technology</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials</topic><topic>Materials Science</topic><topic>Original Article</topic><topic>Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)</topic><topic>Processes</topic><topic>Solid Mechanics</topic><topic>Steel</topic><topic>Theoretical and Applied Mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lachemi, M.</creatorcontrib><creatorcontrib>Bae, S.</creatorcontrib><creatorcontrib>Hossain, K. M. A.</creatorcontrib><creatorcontrib>Sahmaran, M.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lachemi, M.</au><au>Bae, S.</au><au>Hossain, K. M. A.</au><au>Sahmaran, M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Steel–concrete bond strength of lightweight self-consolidating concrete</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2009-08-01</date><risdate>2009</risdate><volume>42</volume><issue>7</issue><spage>1015</spage><epage>1023</epage><pages>1015-1023</pages><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>The bond behavior of lightweight self-consolidating concrete (LWSCC) must be understood in order to use this type of high performance concrete in structural members. The objective of this research program is to assess the bond behavior of reinforcing steel bars embedded in LWSCC members. Three different classes of LWSCC mixtures were developed with two different types of lightweight aggregates. In addition, one normal weight SCC (NWSCC) was developed and used as a control mixture. A total of twenty four pullout tests were conducted on deformed reinforcing bars with an embedded length of either 100 or 200 mm and the load-slip responses, failure modes and bond strengths of LWSCC and NWSCC were compared. Based on the results of this study, the bond strength of deformed bars for LWSCCs are found to be less (between 16 and 38%) as compared with NWSCC. Under the conditions of equivalent workability properties and compressive strength, bond slip properties were shown to be significantly influenced by the type of lightweight aggregate used. In this study, the use of expanded shale in the production of LWSCC significantly enhanced the pullout strength when compared with lightweight slag aggregate.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-008-9440-4</doi><tpages>9</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1359-5997
ispartof Materials and structures, 2009-08, Vol.42 (7), p.1015-1023
issn 1359-5997
1871-6873
language eng
recordid cdi_proquest_miscellaneous_34822512
source SpringerLink Journals - AutoHoldings
subjects Aggregates
Applied sciences
Bond strength
Building construction
Building Materials
Buildings. Public works
Civil Engineering
Concrete
Concretes. Mortars. Grouts
Engineering
Exact sciences and technology
Machines
Manufacturing
Materials
Materials Science
Original Article
Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)
Processes
Solid Mechanics
Steel
Theoretical and Applied Mechanics
title Steel–concrete bond strength of lightweight self-consolidating concrete
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T15%3A15%3A49IST&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=Steel%E2%80%93concrete%20bond%20strength%20of%20lightweight%20self-consolidating%20concrete&rft.jtitle=Materials%20and%20structures&rft.au=Lachemi,%20M.&rft.date=2009-08-01&rft.volume=42&rft.issue=7&rft.spage=1015&rft.epage=1023&rft.pages=1015-1023&rft.issn=1359-5997&rft.eissn=1871-6873&rft_id=info:doi/10.1617/s11527-008-9440-4&rft_dat=%3Cproquest_cross%3E2426728331%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=883767868&rft_id=info:pmid/&rfr_iscdi=true