Flexural behaviour of external R/C steel fibre reinforced beam-column joints
European Journal of Environmental and Civil Engineering, ISSN: 1964-8189, Vol: 15, Issue: 9, Page: 1253-1276
2011
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Article Description
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. © 2011 Lavoisier, Paris.
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