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.
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.
Original language | English |
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Pages (from-to) | 1253-1276 |
Number of pages | 24 |
Journal | EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING |
Volume | 15 |
Issue number | 9 |
DOIs | |
Publication status | Published - 2011 |
Keywords
- beam-column joint, fibre reinforced concrete, load-deflection curves.
ASJC Scopus subject areas
- Civil and Structural Engineering