Flexural behaviour of external R/C steel fibre reinforced beam-column joints

Risultato della ricerca: Articlepeer review

4 Citazioni (Scopus)

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 originaleEnglish
pagine (da-a)1253-1276
Numero di pagine24
RivistaEuropean Journal of Environmental and Civil Engineering
Volume15
Stato di pubblicazionePublished - 2011

All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Civil and Structural Engineering

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