Abstract
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.
| Lingua originale | English |
|---|---|
| pagine (da-a) | 1253-1276 |
| Numero di pagine | 24 |
| Rivista | European Journal of Environmental and Civil Engineering |
| Volume | 15 |
| Stato di pubblicazione | Published - 2011 |
All Science Journal Classification (ASJC) codes
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