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Application of constitutive models in European codes to RC–FRC

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TLDR
In this article, the structural behavior of RC-FRC elements with steel fibers and with plastic fibers is compared and a numerical simulation is performed to evaluate their differences in terms of the structural behaviour predicted and measured in an experimental program.
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This article is published in Construction and Building Materials.The article was published on 2013-03-01 and is currently open access. It has received 80 citations till now. The article focuses on the topics: Constitutive equation.

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Citations
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Plastic fibres as the only reinforcement for flat suspended slabs: Experimental investigation and numerical simulation

TL;DR: In this paper, the structural response of hyperstatic concrete flat suspended slabs reinforced only with structural plastic macro-fibres was studied. And the results showed that the slabs tested maintained a high load level after cracking showing a ductile behaviour with great stress redistribution capacity.
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Fiber orientation distribution and tensile mechanical response in UHPFRC

TL;DR: In this paper, the crucial effect of the fiber orientation distribution on the tensile mechanical response of ultra high performance fiber reinforced concretes (UHPFRC) is discussed.
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Multidirectional double punch test to assess the post-cracking behaviour and fibre orientation of FRC

TL;DR: In this paper, an alternative to the conventional tests applied for the characterization of fiber reinforced concrete (FRC) is proposed, which consists of a double punch test applied to a cubic specimen.
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Design of FRC tunnel segments considering the ductility requirements of the Model Code 2010

TL;DR: In this article, the authors present a critical analysis of the design of FRC segments according to the ductility requirements from the Model Code 2010; an alternative approach is proposed that is compatible with the condition found in some tunnels.
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Intrinsic scatter of FRC: an alternative philosophy to estimate characteristic values

TL;DR: In this paper, an extensive parametric study is conducted with more than 35,000 models, each one unique in terms of fibre distribution. And an alternative formulation is defined to estimate the characteristic value of the FRC considering the real structure in which it will be applied, and the results derived from this study represent a contribution towards a more efficient design of structures and the reduction of the nonconformities in the quality control of the fiber reinforced concrete.
References
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Journal ArticleDOI

Fibre reinforced concrete: new design perspectives

TL;DR: In this article, the main concepts behind the structural rules for Fibre Reinforced Concrete structural design are briefly explained, and a New fib Model Code that aims to update the previous CEB-FIP Model Code 90, published in 1993, is presented.
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Micromechanics of crack bridging in fibre-reinforced concrete

TL;DR: In this paper, a micromechanics-based theoretical model is proposed which captures the essential features of the stress-crack width relationships at small crack widths (less than 0.3 mm).
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Post-cracking behaviour of steel fibre reinforced concrete

TL;DR: In this paper, more than two hundred flexural tests are carried out according to the RILEM TC 162-TDF recommendations and the corresponding values off ``( eq andf====== R parameters are evaluated.
Journal ArticleDOI

Flexural Behavior of SFRC: Testing and Modeling

TL;DR: In this paper, the results of tests performed on specimens and structural elements made of steel fiber reinforced concrete (SFRC) are presented, and a layered model for the analysis of SFRC cross sections is developed.

Post-cracking behaviour of steel fibre reinforced concrete (RILEM Recommendations)

TL;DR: In this paper, a numerical strategy involving a cross sectional layered model and an inverse analysis was developed to evaluate the post-cracking stress-strain and the stress-crack opening diagrams for the tested SFRC.
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Q1. What have the authors contributed in "Application of constitutive models in european codes to rc-frc" ?

In this study, these models are compared and a numerical simulation is performed to evaluate their differences in terms of the structural behavior predicted and measured in an experimental program of RC-FRC elements. The predictions provided by the models fit satisfactorily the experimental results for elements with steel fibers and with plastic fibers