Constitutive model for FRC based on the Barcelona test_Revised.pdf (1.48 MB)

Constitutive model for fibre reinforced concrete based on the Barcelona test

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journal contribution
posted on 20.03.2018, 16:36 by Ana Blanco-Alvarez, Pablo Pujadas, Sergio Pialarissi-Cavalaro, Albert De la Fuente, Antonio Aguado
Several constitutive models for fibre reinforced concrete (FRC) have been reported in the past years based on the flexural performance obtained in a bending test. The Barcelona test was presented as an alternative to characterise the tensile properties of FRC; however, no constitutive model was derived from it. In this article, a formulation to predict the tensile behaviour of FRC is developed based on the results of the Barcelona test. The constitutive model proposed is validated by simulating the results of an experimental program involving different types of fibres and fibre contents by means of finite element software. Moreover, the simplified formulation proposed is compared with constitutive models from European codes and guidelines.

Funding

The authors of this document wish to show their gratitude for the economic support received through the Research Project BIA2010-17478: Construction processes by means of fibre reinforced concretes. The experimental program was conducted in collaboration with ESCOFET. The first and second authors acknowledge the grant FI provided by the Comissionat per a Universitats del DIUE de la Generalitat de Catalunya i del Fons Social Europeu and the support of the Departament d’Universitats, Recerca i Societat de la Informacio de la Generalitat de Catalunya. The first also acknowledges the support of the Collegi d’Enginyers de Camins, Canals i Ports de Catalunya.

History

School

  • Architecture, Building and Civil Engineering

Published in

Cement and Concrete Composites

Volume

53

Pages

327 - 340

Citation

BLANCO, A. ... et al, 2014. Constitutive model for fibre reinforced concrete based on the Barcelona test. Cement and Concrete Composites, 53, pp.327-340.

Publisher

© Elsevier

Version

AM (Accepted Manuscript)

Publisher statement

This work is made available according to the conditions of the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) licence. Full details of this licence are available at: https://creativecommons.org/licenses/by-nc-nd/4.0/

Publication date

2014

Notes

This paper was published in the journal Cement and Concrete Composites and the definitive published version is available at https://doi.org/10.1016/j.cemconcomp.2014.07.017.

ISSN

0958-9465

Language

en

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