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.
Amato, G., Campione, G., Cavaleri, L., Minafo, G. (2011). Flexural behaviour of external R/C steel fibre reinforced beam-column joints. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 15(9), 1253-1276 [10.3166/EJECE.15.1253-1276].
Flexural behaviour of external R/C steel fibre reinforced beam-column joints
AMATO, Giuseppina;CAMPIONE, Giuseppe;CAVALERI, Liborio;MINAFO', Giovanni
2011-01-01
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.
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Flexural behaviour of external R C steel fibre reinforced beam column joints.pdf
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