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dc.contributor.authorVianna, J. da .C.-
dc.contributor.authorCosta-Neves, L. F.-
dc.contributor.authorVellasco, P. C. G. da S.-
dc.contributor.authorAndrade, S. A. L. de-
dc.identifier.citationEngineering Structures. In Press, Corrected Proof:en_US
dc.description.abstractThis 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.en_US
dc.subjectT-Perfobond connectoren_US
dc.subjectExperimental analysisen_US
dc.subjectComposite structural systemsen_US
dc.subjectComposite constructionen_US
dc.subjectStructural behaviouren_US
dc.subjectShear transferen_US
dc.titleStructural behaviour of T-Perfobond shear connectors in composite girders: An experimental approachen_US
item.fulltextCom Texto completo-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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