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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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High-performance fiber-reinforced concrete: a review

TL;DR: In this article, the authors present a comprehensive review of the mechanism of crack formation and propagation, compressive strength, modulus of elasticity, stress-strain behavior, tensile strength (TS), flexural strength, drying shrinkage, creep, electrical resistance, and chloride migration resistance of high performance fiber reinforced concrete.
Journal ArticleDOI

Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes

TL;DR: In this paper, the authors describe the results of an experimental investigation on the performances of concrete specimens reinforced with either steel or macro-synthetic fibres under three-point bending.
Journal ArticleDOI

Rethinking reinforcement for digital fabrication with concrete

TL;DR: This paper provides a systematic overview of a number of digital fabrication techniques using reinforced concrete that have been developed so far, proposing a possible organization by structural principle, or place in the manufacturing process.
Journal ArticleDOI

Flexural behavior of self-compacting concrete reinforced with different types of steel fibers

TL;DR: In this paper, the flexural behavior of self-compacting concrete reinforced with straight and hooked end steel fibers at levels of 0.5, 1.0, and 1.5% was investigated.
Journal ArticleDOI

Fibre‐reinforced concrete in fib Model Code 2010: principles, models and test validation

TL;DR: In the fib Model Code for Concrete Structures 2010, fiber-reinforced concrete (FRC) is recognized as a new material for structures as discussed by the authors, and the most important constitutive law introduced is the stress-crack opening response in uniaxial tension.
References
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Journal ArticleDOI

Manufacturing, fibre anisotropy and fracture of hybrid fibre concrete

TL;DR: In this paper, an overview is presented of recent results obtained in a comprehensive research (in progress) on the relation between manufacturing processes, fiber anisotropy and fracture properties of hybrid fiber concrete containing three different types of steel fibres.
Journal ArticleDOI

Finite element modeling of crack band propagation

TL;DR: In this article, the propagation of blunt smeared crack bands through a finite element mesh in plain or reinforced concrete structures is studied, which is satisfactorily accomplished by extending the previously proposed concept of free bond slip length for the cases of skew meshes and skew bars.
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