6533b826fe1ef96bd1284483
RESEARCH PRODUCT
Comparative analysis of shear resisting models for hybrid steel trussed concrete beams
Monaco A.Colajanni P.La Mendola L.subject
Settore ICAR/09 - Tecnica Delle Costruzionihybrid steel trussed concrete beamsshear strength; inclined stirrups; hybrid steel trussed concrete beams; analytical models; FEM modelsinclined stirrupsanalytical modelsanalytical modelshear strengthFEM modelsinclined stirruphybrid steel trussed concrete beamdescription
The hybrid steel trussed concrete beams represent a structural solution widely adopted in the industrial constructions thanks to the numerous advantages due to their use, such as economic convenience, high performances and constructional speed de-riving from the partial prefabrication process and from the self load-carrying capacity of the beam in the first operative phase, prior to the in-site casting of concrete. The hybrid steel trussed concrete beams examined in the present study are constituted by two prin-cipal components, i.e. a steel joist with inclined rebars, realized in industry, which is welded to a smooth steel plate and then embed-ded within the concrete material cast in situ. The proposed study concerns the modeling of the shear behavior of these beams provid-ing a synthesis of the most relevant scientific contributions currently available in the technical literature regarding both analytical and numerical models for the prediction of the shear resistance of the beam.
| year | journal | country | edition | language |
|---|---|---|---|---|
| 2018-01-01 |