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Open AccessJournal ArticleDOI

Application of constitutive models in European codes to RC–FRC

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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Dissertation

Meso-mechanical analysis of steel fiber reinforced cementitious composites

TL;DR: In this article, a constitutive model aimed at simulating the stress-cracking response of reinforced concrete reinforced by steel fiber reinforced concrete (FRCC) is presented. But the model does not consider the effect of the amount of fiber and type on the first-crack strength of concrete/mortar matrix.
Journal ArticleDOI

Performance of engineered fibre reinforced concrete (EFRC) under different load regimes: A review

TL;DR: In this paper, the authors present a critical analysis by compiling the previous research studies with an emphasis on the optimization of fiber reinforced concrete to enhance its strength against different load regimes with a special focus on thermo-mechanical load conditions.
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A limit state design approach for hybrid reinforced concrete column‐supported flat slabs

TL;DR: In this article , a simplified design-oriented method that covers the evaluation of the structural response of hybrid reinforced concrete column-supported flat slabs in terms of flexural strength, cracking, and instantaneous deformations is presented.
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New Methodological Approach towards a Complete Characterization of Structural Fiber Reinforced Concrete by Means of Mechanical Testing Procedures

TL;DR: In this article, a method for the complete characterization of fiber reinforced concrete (FRC) is proposed, which includes bending tests of prismatic notched specimens, based on the Standards for FRC, tensile and pure shear tests.
Posted Content

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

TL;DR: The results have shown that the residual load-bearing capacity of the material is gradually lost up to 200 °C, though the PFRC showed structural performance up to 185 °C; and a combination of PP with steel rebars or fibres can be effective for the structural design of elements exposed to high temperatures.
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