Effects of fibre location and density on the flexural toughness in FRC beams

Mirko Manca, Daniela Ciancio, Phillip Dight

Research output: Chapter in Book/Conference paperConference paperpeer-review

Abstract

This paper shows the results of three-point-bending tests performed on fibre-reinforced concrete (FRC) beams with controlled location and orientation of fibres.
The addition of fibres in concrete improves the flexural toughness, however it also introduces inhomogeneity in the material which causes higher spread of results when testing material properties. The overall performance of the material is dictated by the presence of fibres bridging the crack and therefore aspects such as their location and orientation play a crucial role.
The aim of the proposed research is to quantify how the location and the orientation of fibres with respect to the fractured surface affect the flexural toughness of fibre-reinforced cement-based materials.
To this end, a number of beams with different fibre-configurations have been tested, in particular by changing fibre location and fibre density. This paper shows the preliminary results of these experiments, and it discusses the issues encountered in the laboratory procedures.
Original languageEnglish
Title of host publicationMechanics of Structures and Materials: Advancements and Challenges
Subtitle of host publicationProceedings of the 24th Australasian Conference on the Mechanics of Structure and Materials
EditorsH. Hao, Z. Zhang
PublisherTaylor & Francis
Pages249-254
Number of pages5
Volume1
ISBN (Electronic)978-1-351-85021-6
ISBN (Print)978-1-138-02993-4
Publication statusPublished - 2016
Event24th Australasian Conference on the Mechanics of Structure and Materials - Perth, Australia
Duration: 6 Dec 20169 Dec 2016

Conference

Conference24th Australasian Conference on the Mechanics of Structure and Materials
Country/TerritoryAustralia
CityPerth
Period6/12/169/12/16

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