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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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Journal ArticleDOI

Barcelona Test as an Alternative Method to Control and Design Fiber-Reinforced Concrete Pipes

TL;DR: In this paper, an experimental program involving the production and testing of 600 mm (23.6 in.) internal-diameter FRCPs was performed using low contents of steel and polypropylene fibers.
Journal ArticleDOI

Recent advances in structural fibre-reinforced concrete focused on polyolefin-based macro-synthetic fibres

TL;DR: In this article, the authors show the advances and future challenges of polyolefin fibres and summarise the main properties obtained in both fresh and hardened states of PFRC, focussing on the residual strengths obtained from flexural tensile tests.
Journal ArticleDOI

Influence of High Temperature on the Fracture Properties of Polyolefin Fibre Reinforced Concrete

TL;DR: In this paper, the performance of polyolefin fiber reinforced concrete (PFRC) was evaluated by Uni-axial tests on individual fibres and three-point bending tests of PFRC specimens.
Journal ArticleDOI

Numerical-aided flexural-based design of fibre reinforced concrete column-supported flat slabs

TL;DR: A parametric study was developed by considering several FRC post-cracking strength classes, using fibres as unique reinforcement or combined with steel meshes, to determine an optimum solution for flexure based on the structural reliability index targeted for building construction.
Book ChapterDOI

Fiber-reinforced concrete and ultrahigh-performance fiber-reinforced concrete materials

TL;DR: In recent decades, the growing interest in high-performance materials in civil engineering applications has met new requirements in terms of safety, costs, and sustainability as discussed by the authors, and fiber-reinforced concrete (FRC) is one of these subjects.
References
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Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements

TL;DR: In this article, fracture mechanics is introduced into finite element analysis by means of a model where stresses are assumed to act across a crack as long as it is narrowly opened, which may be regarded as a way of expressing the energy adsorption in the energy balance approach.
Journal ArticleDOI

Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements

TL;DR: In this article, fracture mechanics is introduced into finite element analysis by means of a model where stresses are assumed to act across a crack as long as it is narrowly opened, which may be regarded as a way of expressing the energy adsorption in the energy balance approach.
Journal ArticleDOI

Crack band theory for fracture of concrete

TL;DR: In this article, a fracture theory for a heterogenous aggregate material which exhibits a gradual strain-softening due to microcracking and contains aggregate pieces that are not necessarily small compared to structural dimensions is developed.

Concise eurocode for the design of concrete buildings. based on bsi publication dd env 1992-1-1: 1992. eurocode 2: design of concrete structures. part 1: general rules and rules for buildings

A W Beeby, +1 more
TL;DR: In this article, the authors present guidance on prestressed concrete design in normal weight concrete where prestress is by fully bonded tendons, advice is given on the required numbers of tendons and the prestressing force and the limit states.
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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