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Flexural behaviour of external R/C steel fibre reinforced beam-column joints
A softened strut-and-tie macro model able to reproduce the flexural behaviour of external beam-column joint is presented. The model is specific for concrete with hooked steel fibres (FRC) and it is designed to calculate the flexural response, as load-deflection curve, of a beam-column sub-assemblages. The model considers the presence of a constant vertical load acting on the column and of a monotonically increasing lateral force applied at the tip of the beam.
Flexural behaviour of external R/C steel fibre reinforced beam-column joints
A softened strut-and-tie macro model able to reproduce the flexural behaviour of external beam-column joint is presented. The model is specific for concrete with hooked steel fibres (FRC) and it is designed to calculate the flexural response, as load-deflection curve, of a beam-column sub-assemblages. The model considers the presence of a constant vertical load acting on the column and of a monotonically increasing lateral force applied at the tip of the beam.
Flexural behaviour of external R/C steel fibre reinforced beam-column joints
Amato, Giuseppina (author) / Campione, Giuseppe (author) / Cavaleri, Liborio (author) / Minafò, Giovanni (author)
European Journal of Environmental and Civil Engineering ; 15 ; 1253-1276
2011-01-01
24 pages
Article (Journal)
Electronic Resource
Unknown
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