Study of stud shear connectors behaviour in composite beams with profiled steel sheeting

This work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the determination of the shear resistance of stud connectors, many experimental push-o...

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Autores principales:	Bonilla Rocha,Jorge Douglas, Bezerra,Luciano M, Recarey Morfa,Carlos Alexander, Mirambell Arrizabalaga,Enrique, Larrúa Quevedo,Rafael
Lenguaje:	English
Publicado:	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2015
Materias:	composite structures shear studs shear connectors steel deck slab composite beam
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300006
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spelling	oai:scielo:S0718-915X20150003000062016-01-21Study of stud shear connectors behaviour in composite beams with profiled steel sheetingBonilla Rocha,Jorge DouglasBezerra,Luciano MRecarey Morfa,Carlos AlexanderMirambell Arrizabalaga,EnriqueLarrúa Quevedo,Rafael composite structures shear studs shear connectors steel deck slab composite beam This work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the determination of the shear resistance of stud connectors, many experimental push-out tests whose results are available in the literature were used as a database. The FE simulations took into account the influence of many physical and mechanical parameters that affect the shear resistance of the stud connectors and such parameters are reported in the course of this paper. The prediction of the shear resistance of such studs is also calculated from currently used Standards, such as: AISC-LRFD and Eurocode-4. This research proposes new formulations for the prediction of the shear resistance and the results show that the proposed formulations significantly improve the prediction of the shear resistance of headed stud connectors subjected to static load.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.14 n.3 20152015-12-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300006en10.4067/S0718-915X2015000300006
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	composite structures shear studs shear connectors steel deck slab composite beam
spellingShingle	composite structures shear studs shear connectors steel deck slab composite beam Bonilla Rocha,Jorge Douglas Bezerra,Luciano M Recarey Morfa,Carlos Alexander Mirambell Arrizabalaga,Enrique Larrúa Quevedo,Rafael Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
description	This work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the determination of the shear resistance of stud connectors, many experimental push-out tests whose results are available in the literature were used as a database. The FE simulations took into account the influence of many physical and mechanical parameters that affect the shear resistance of the stud connectors and such parameters are reported in the course of this paper. The prediction of the shear resistance of such studs is also calculated from currently used Standards, such as: AISC-LRFD and Eurocode-4. This research proposes new formulations for the prediction of the shear resistance and the results show that the proposed formulations significantly improve the prediction of the shear resistance of headed stud connectors subjected to static load.
author	Bonilla Rocha,Jorge Douglas Bezerra,Luciano M Recarey Morfa,Carlos Alexander Mirambell Arrizabalaga,Enrique Larrúa Quevedo,Rafael
author_facet	Bonilla Rocha,Jorge Douglas Bezerra,Luciano M Recarey Morfa,Carlos Alexander Mirambell Arrizabalaga,Enrique Larrúa Quevedo,Rafael
author_sort	Bonilla Rocha,Jorge Douglas
title	Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
title_short	Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
title_full	Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
title_fullStr	Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
title_full_unstemmed	Study of stud shear connectors behaviour in composite beams with profiled steel sheeting
title_sort	study of stud shear connectors behaviour in composite beams with profiled steel sheeting
publisher	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate	2015
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300006
work_keys_str_mv	AT bonillarochajorgedouglas studyofstudshearconnectorsbehaviourincompositebeamswithprofiledsteelsheeting AT bezerralucianom studyofstudshearconnectorsbehaviourincompositebeamswithprofiledsteelsheeting AT recareymorfacarlosalexander studyofstudshearconnectorsbehaviourincompositebeamswithprofiledsteelsheeting AT mirambellarrizabalagaenrique studyofstudshearconnectorsbehaviourincompositebeamswithprofiledsteelsheeting AT larruaquevedorafael studyofstudshearconnectorsbehaviourincompositebeamswithprofiledsteelsheeting
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Study of stud shear connectors behaviour in composite beams with profiled steel sheeting

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