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.
Data di pubblicazione: | 2011 |
Titolo: | Flexural behaviour of external R/C steel fibre reinforced beam-column joints |
Autori: | |
Citazione: | 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. |
Rivista: | |
Digital Object Identifier (DOI): | http://dx.doi.org/10.3166/EJECE.15.1253-1276 |
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. |
Settore Scientifico Disciplinare: | Settore ICAR/09 - Tecnica Delle Costruzioni |
Appare nelle tipologie: | 1.01 Articolo in rivista |
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