Flexural behaviour of external R/C steel fibre reinforced beam-column joints
| Data(s) |
2011
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|---|---|
| Resumo |
A softened strut-and-tie macro model able to reproduce the flexural behaviour of<br/>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. |
| Identificador | |
| Idioma(s) |
eng |
| Direitos |
info:eu-repo/semantics/restrictedAccess |
| Fonte |
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 , vol 15 , no. 9 , pp. 1253-1276 . DOI: http://dx.doi.org/10.1080/19648189.2011.9714854 |
| Palavras-Chave | #beam-column joint, fibre reinforced concrete, load-deflection curves. #/dk/atira/pure/subjectarea/asjc/2200/2205 #Civil and Structural Engineering |
| Tipo |
article |
