Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach

This paper presents the results from eighteen push-out tests made at the Civil Engineering Department of the University of Coimbra, Portugal, on T-Perfobond shear connectors. The investigated variables were: concrete slab thickness, concrete compressive strength, connector geometry, relative positio...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Engineering structures 2008-09, Vol.30 (9), p.2381-2391
Hauptverfasser: Vianna, J.da.C., Costa-Neves, L.F., Vellasco, P.C.G.da S., de Andrade, S.A.L.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 2391
container_issue 9
container_start_page 2381
container_title Engineering structures
container_volume 30
creator Vianna, J.da.C.
Costa-Neves, L.F.
Vellasco, P.C.G.da S.
de Andrade, S.A.L.
description This paper presents the results from eighteen push-out tests made at the Civil Engineering Department of the University of Coimbra, Portugal, on T-Perfobond shear connectors. The investigated variables were: concrete slab thickness, concrete compressive strength, connector geometry, relative position of the connector to the direction of loading, shear connector hole number and disposition, among others. The results are presented and discussed, focusing on the T-Perfobond structural response in terms of shear transfer capacity, ductility and collapse modes. Finally, a comparison of the experimental results with existing analytical formulae was also made to develop guidelines for designing the T-Perfobond connectors.
doi_str_mv 10.1016/j.engstruct.2008.01.015
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_35190085</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029608000187</els_id><sourcerecordid>35190085</sourcerecordid><originalsourceid>FETCH-LOGICAL-c425t-8e010393de07d3ad517d823952580a1741c83a4aad5a222b99e1ecda9dc5b4ab3</originalsourceid><addsrcrecordid>eNqFkN9rFDEQx4NY8Kz9G5oXfdtzkuyPrG9HsSoUFGyfw2wy28uxl6zJbtH_3pxX-ioMDEO-3_lOPoxdC9gKEO3Hw5bCY17SapetBNBbEKWaV2wjdKeqTkn1mm1A1KIC2bdv2NucDwAgtYYNsz__OdeEEx9oj08-ronHkd9XPyiNcYjB8bwnTNzGEMguMWXuQ5mOc8x-If7ok6OUP_Fd4PR7puSPFJayD-c5RbT7d-xixCnT1XO_ZA-3n-9vvlZ33798u9ndVbaWzVJpAgGqV46gcwpdIzqnpeob2WhA0dXCaoU1lheUUg59T4Ksw97ZZqhxUJfsw3lvif21Ul7M0WdL04SB4pqNakRfADVF2J2FNsWcE41mLkdj-mMEmBNUczAvUM0JqgFR6uR8_xyB2eI0JgzW5xe7hLZVbauLbnfWUfnvk6dksvUULDmfCkPjov9v1l_hbpPI</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>35190085</pqid></control><display><type>article</type><title>Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach</title><source>Elsevier ScienceDirect Journals Collection</source><creator>Vianna, J.da.C. ; Costa-Neves, L.F. ; Vellasco, P.C.G.da S. ; de Andrade, S.A.L.</creator><creatorcontrib>Vianna, J.da.C. ; Costa-Neves, L.F. ; Vellasco, P.C.G.da S. ; de Andrade, S.A.L.</creatorcontrib><description>This paper presents the results from eighteen push-out tests made at the Civil Engineering Department of the University of Coimbra, Portugal, on T-Perfobond shear connectors. The investigated variables were: concrete slab thickness, concrete compressive strength, connector geometry, relative position of the connector to the direction of loading, shear connector hole number and disposition, among others. The results are presented and discussed, focusing on the T-Perfobond structural response in terms of shear transfer capacity, ductility and collapse modes. Finally, a comparison of the experimental results with existing analytical formulae was also made to develop guidelines for designing the T-Perfobond connectors.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2008.01.015</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Building structure ; Buildings ; Buildings. Public works ; Composite construction ; Composite structural systems ; Construction (buildings and works) ; Exact sciences and technology ; Experimental analysis ; External envelopes ; Joints ; Shear transfer ; Steel-concrete composite structure ; Stresses. Safety ; Structural analysis. Stresses ; Structural behaviour ; T-Perfobond connector</subject><ispartof>Engineering structures, 2008-09, Vol.30 (9), p.2381-2391</ispartof><rights>2008 Elsevier Ltd</rights><rights>2009 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c425t-8e010393de07d3ad517d823952580a1741c83a4aad5a222b99e1ecda9dc5b4ab3</citedby><cites>FETCH-LOGICAL-c425t-8e010393de07d3ad517d823952580a1741c83a4aad5a222b99e1ecda9dc5b4ab3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029608000187$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=20663668$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Vianna, J.da.C.</creatorcontrib><creatorcontrib>Costa-Neves, L.F.</creatorcontrib><creatorcontrib>Vellasco, P.C.G.da S.</creatorcontrib><creatorcontrib>de Andrade, S.A.L.</creatorcontrib><title>Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach</title><title>Engineering structures</title><description>This paper presents the results from eighteen push-out tests made at the Civil Engineering Department of the University of Coimbra, Portugal, on T-Perfobond shear connectors. The investigated variables were: concrete slab thickness, concrete compressive strength, connector geometry, relative position of the connector to the direction of loading, shear connector hole number and disposition, among others. The results are presented and discussed, focusing on the T-Perfobond structural response in terms of shear transfer capacity, ductility and collapse modes. Finally, a comparison of the experimental results with existing analytical formulae was also made to develop guidelines for designing the T-Perfobond connectors.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Composite construction</subject><subject>Composite structural systems</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Experimental analysis</subject><subject>External envelopes</subject><subject>Joints</subject><subject>Shear transfer</subject><subject>Steel-concrete composite structure</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structural behaviour</subject><subject>T-Perfobond connector</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkN9rFDEQx4NY8Kz9G5oXfdtzkuyPrG9HsSoUFGyfw2wy28uxl6zJbtH_3pxX-ioMDEO-3_lOPoxdC9gKEO3Hw5bCY17SapetBNBbEKWaV2wjdKeqTkn1mm1A1KIC2bdv2NucDwAgtYYNsz__OdeEEx9oj08-ronHkd9XPyiNcYjB8bwnTNzGEMguMWXuQ5mOc8x-If7ok6OUP_Fd4PR7puSPFJayD-c5RbT7d-xixCnT1XO_ZA-3n-9vvlZ33798u9ndVbaWzVJpAgGqV46gcwpdIzqnpeob2WhA0dXCaoU1lheUUg59T4Ksw97ZZqhxUJfsw3lvif21Ul7M0WdL04SB4pqNakRfADVF2J2FNsWcE41mLkdj-mMEmBNUczAvUM0JqgFR6uR8_xyB2eI0JgzW5xe7hLZVbauLbnfWUfnvk6dksvUULDmfCkPjov9v1l_hbpPI</recordid><startdate>20080901</startdate><enddate>20080901</enddate><creator>Vianna, J.da.C.</creator><creator>Costa-Neves, L.F.</creator><creator>Vellasco, P.C.G.da S.</creator><creator>de Andrade, S.A.L.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20080901</creationdate><title>Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach</title><author>Vianna, J.da.C. ; Costa-Neves, L.F. ; Vellasco, P.C.G.da S. ; de Andrade, S.A.L.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c425t-8e010393de07d3ad517d823952580a1741c83a4aad5a222b99e1ecda9dc5b4ab3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>Composite construction</topic><topic>Composite structural systems</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Experimental analysis</topic><topic>External envelopes</topic><topic>Joints</topic><topic>Shear transfer</topic><topic>Steel-concrete composite structure</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structural behaviour</topic><topic>T-Perfobond connector</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Vianna, J.da.C.</creatorcontrib><creatorcontrib>Costa-Neves, L.F.</creatorcontrib><creatorcontrib>Vellasco, P.C.G.da S.</creatorcontrib><creatorcontrib>de Andrade, S.A.L.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Vianna, J.da.C.</au><au>Costa-Neves, L.F.</au><au>Vellasco, P.C.G.da S.</au><au>de Andrade, S.A.L.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach</atitle><jtitle>Engineering structures</jtitle><date>2008-09-01</date><risdate>2008</risdate><volume>30</volume><issue>9</issue><spage>2381</spage><epage>2391</epage><pages>2381-2391</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>This paper presents the results from eighteen push-out tests made at the Civil Engineering Department of the University of Coimbra, Portugal, on T-Perfobond shear connectors. The investigated variables were: concrete slab thickness, concrete compressive strength, connector geometry, relative position of the connector to the direction of loading, shear connector hole number and disposition, among others. The results are presented and discussed, focusing on the T-Perfobond structural response in terms of shear transfer capacity, ductility and collapse modes. Finally, a comparison of the experimental results with existing analytical formulae was also made to develop guidelines for designing the T-Perfobond connectors.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2008.01.015</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 0141-0296
ispartof Engineering structures, 2008-09, Vol.30 (9), p.2381-2391
issn 0141-0296
1873-7323
language eng
recordid cdi_proquest_miscellaneous_35190085
source Elsevier ScienceDirect Journals Collection
subjects Applied sciences
Building structure
Buildings
Buildings. Public works
Composite construction
Composite structural systems
Construction (buildings and works)
Exact sciences and technology
Experimental analysis
External envelopes
Joints
Shear transfer
Steel-concrete composite structure
Stresses. Safety
Structural analysis. Stresses
Structural behaviour
T-Perfobond connector
title Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-07T15%3A38%3A54IST&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=Structural%20behaviour%20of%20T-Perfobond%20shear%20connectors%20in%20composite%20girders:%20An%20experimental%20approach&rft.jtitle=Engineering%20structures&rft.au=Vianna,%20J.da.C.&rft.date=2008-09-01&rft.volume=30&rft.issue=9&rft.spage=2381&rft.epage=2391&rft.pages=2381-2391&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2008.01.015&rft_dat=%3Cproquest_cross%3E35190085%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=35190085&rft_id=info:pmid/&rft_els_id=S0141029608000187&rfr_iscdi=true