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

Autor
Bonilla, J.; Bezerra, L.; Larrúa, R.; Recarey, C.; Mirambell, E.
Tipus d'activitat
Article en revista
Revista
Revista de la construcción
Data de publicació
2015-12
Volum
14
Número
3
Pàgina inicial
47
Pàgina final
54
DOI
https://doi.org/10.4067/S0718-915X2015000300006 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/84535 Obrir en finestra nova
URL
http://www.scielo.cl/scielo.php?script=sci_abstract&pid=S0718-915X2015000300006&lng=pt&nrm=iso Obrir en finestra nova
Resum
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 resi...
Citació
Bonilla, J., Bezerra, L., Larrúa, R., Recarey, C., Mirambell, E. Study of stud shear connectors behaviour in composite beams with profiled steel sheeting. "Revista de la construcción", Desembre 2015, vol. 14, núm. 3, p. 47-54.
Paraules clau
composite beam, composite structures, shear connectors, shear studs, steel deck slab
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants

  • Bonilla Rocha, Jorge Douglas  (autor)
  • Bezerra, Luciano M.  (autor)
  • Larrúa Quevedo, Rafael  (autor)
  • Recarey Morfa, Carlos Alexander  (autor)
  • Mirambell Arrizabalaga, Enrique  (autor)

Arxius