The hybrid steel trussed concrete beams examined in the present study are comprised of two principal components, i.e., a steel joist with inclined rebars, realized in industry, which is welded to a smooth steel plate and then embedded within the concrete cast in situ. The paper presents first the state of the art on laboratory tests and analytical modeling of the steel-to-concrete stress transfer mechanism investigated by push-out tests. Next, the most relevant scientific contributions currently available in the technical literature regarding experimental investigation on actual shear behavior are summarized and discussed. Lastly codes and analytical models are reviewed.

Colajanni, P., La Mendola, L., Monaco, A. (2018). Review of push-out and shear response of hybrid steel-trussed concrete beams. BUILDINGS, 8(10), 134-158 [10.3390/buildings8100134].

Review of push-out and shear response of hybrid steel-trussed concrete beams

Colajanni, Piero
;
La Mendola, Lidia;
2018-01-01

Abstract

The hybrid steel trussed concrete beams examined in the present study are comprised of two principal components, i.e., a steel joist with inclined rebars, realized in industry, which is welded to a smooth steel plate and then embedded within the concrete cast in situ. The paper presents first the state of the art on laboratory tests and analytical modeling of the steel-to-concrete stress transfer mechanism investigated by push-out tests. Next, the most relevant scientific contributions currently available in the technical literature regarding experimental investigation on actual shear behavior are summarized and discussed. Lastly codes and analytical models are reviewed.
2018
Colajanni, P., La Mendola, L., Monaco, A. (2018). Review of push-out and shear response of hybrid steel-trussed concrete beams. BUILDINGS, 8(10), 134-158 [10.3390/buildings8100134].
File in questo prodotto:
File Dimensione Formato  
2018_buildings-08-00134.pdf

accesso aperto

Descrizione: Articolo principale
Dimensione 2.83 MB
Formato Adobe PDF
2.83 MB Adobe PDF Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10447/336128
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 7
  • ???jsp.display-item.citation.isi??? 7
social impact