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...
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Veröffentlicht in: | Engineering structures 2008-09, Vol.30 (9), p.2381-2391 |
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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 |
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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. 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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. 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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. 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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 |
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