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

Liborio Cavaleri; Giuseppe Campione; Giovanni Minafo'; Giuseppina Amato

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

Liborio Cavaleri, Giuseppe Campione, Giovanni Minafo', Giuseppina Amato

Ingegneria

Risultato della ricerca: Article › peer 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 originale	English
pagine (da-a)	1253-1276
Numero di pagine	24
Rivista	European Journal of Environmental and Civil Engineering
Volume	15
Stato di pubblicazione	Published - 2011

All Science Journal Classification (ASJC) codes

Environmental Engineering
Civil and Structural Engineering

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title = "Flexural behaviour of external R/C steel fibre reinforced beam-column joints",

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.",

author = "Liborio Cavaleri and Giuseppe Campione and Giovanni Minafo' and Giuseppina Amato",

year = "2011",

language = "English",

volume = "15",

pages = "1253--1276",

journal = "European Journal of Environmental and Civil Engineering",

issn = "1964-8189",

publisher = "Taylor and Francis Ltd.",

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TY - JOUR

T1 - Flexural behaviour of external R/C steel fibre reinforced beam-column joints

AU - Cavaleri, Liborio

AU - Campione, Giuseppe

AU - Minafo', Giovanni

AU - Amato, Giuseppina

PY - 2011

Y1 - 2011

N2 - 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.

AB - 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.

UR - http://hdl.handle.net/10447/64403

M3 - Article

VL - 15

SP - 1253

EP - 1276

JO - European Journal of Environmental and Civil Engineering

JF - European Journal of Environmental and Civil Engineering

SN - 1964-8189

ER -