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

6533b7dbfe1ef96bd12701ce

RESEARCH PRODUCT

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

Liborio Cavaleri Giovanni Minafò Giuseppe Campione Giuseppina Amato

subject

Environmental Engineering Materials science Three point flexural test business.industry Flexural modulus Steel fibre Vertical load Structural engineering beam-column joint fibre reinforced concrete load-deflection curves analytical-model seismic resistance concrete beams strength connections stress Settore ICAR/09 - Tecnica Delle Costruzioni Flexural strength Beam column Composite material business Joint (geology)Beam (structure)Civil and Structural Engineering

description

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.

year	journal	country	edition	language
2011-01-01	European Journal of Environmental and Civil Engineering

https://doi.org/10.1080/19648189.2011.9714854

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