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Fibre reinforced concrete: new design perspectives

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TLDR
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.
Abstract
Although the use of Fibre Reinforced Concrete (FRC) for structural applications is continuously increasing, it is still limited with respect to its potentials, mainly due to the lack of International Building Codes for FRC structural elements. Within fib (Federation Internationale du Beton), the Special Activity Group 5 is preparing a New fib Model Code that aims to update the previous CEB-FIP Model Code 90, published in 1993, that can be considered as the reference document for Eurocode 2. The New Model Code includes several innovations and addresses among other topics, new materials for structural design. In this respect, FRC will be introduced. The Technical Groups fib TG 8.3 “Fibre reinforced concrete” and fib TG 8.6 “Ultra high performance FRC” are preparing some sections of the New Model Code, including regular and high performance FRC. This paper aims to briefly explain the main concepts behind the structural rules for FRC structural design.

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Journal ArticleDOI

An Explorative Study into the Influence of Different Fibers on the Spalling Resistance and Mechanical Properties of Self-Compacting Concrete after Exposure to Elevated Temperatures

TL;DR: In this article , the impact of different fibers on the explosive spalling resistance, residual compressive strength, residual flexural tensile strength, and mass loss of self-compacting concrete (SCC) after heating to elevated temperatures was explored.
Journal ArticleDOI

Bonding property between fiber and cementitious matrix: A critical review

TL;DR: In this paper , the main techniques and models to characterize and describe the Interfacial Transition Zone (ITZ) and bonding between fiber and cementitious matrix are summarized in this paper, and the commonly used approaches to improve fiber-matrix bonding based on different bonding mechanisms are concluded.

Experiments on fibre reinforced concrete two-way slabs

TL;DR: In this paper, the authors investigate how fibres affect the structural behavior of two-way slabs, e.g. possibility for redistribution, crack pattern and load-carrying capacity.
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Influence of steam curing on properties of fiber-reinforced concrete during hardening

TL;DR: In this article, a study was conducted to develop the steam curing conditions according to the rules of steel-fiber concrete structure formation and the methods of improving durability indicators, and the results of the tests let us conclude that with the increase of the reinforcement coefficient its thermal capacity decreases.

Long-term Behaviour of Fibre Reinforced Cement Composites

TL;DR: In this article, the behaviour of new high-performance fibre-reinforced cement composite materials (FRCC) that are reinforced with polyvinyl alcohol (PVA) fibres and subjected to long-term loading was studied.
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.
Journal ArticleDOI

Nonlocal Continuum Damage, Localization Instability and Convergence

TL;DR: In this paper, a nonlocal damage formulation was extended to a more general form in which the strain remains local while any variable that controls strain-softening is nonlocal, and it was shown that the energy dissipation and damage cannot localize into regions of vanishing volume.
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