Steel Fibre Concrete Pavements: Thinner and More Durable

Recently, considerable interest has been generated in the use of Steel Fibre Reinforced - Concrete (SFRC). The most significant influence of the incorporation of steel fibres in concrete is to delay and control the tensile cracking of the composite material. This positively influences mechanical pro...

Full description

Bibliographic Details
Main Authors: Htut, Trevor, Ng, T.
Format: Journal Article
Published: Concrete Institute of Australia 2018
Online Access:http://hdl.handle.net/20.500.11937/69484
_version_ 1848762053828804608
author Htut, Trevor
Ng, T.
author_facet Htut, Trevor
Ng, T.
author_sort Htut, Trevor
building Curtin Institutional Repository
collection Online Access
description Recently, considerable interest has been generated in the use of Steel Fibre Reinforced - Concrete (SFRC). The most significant influence of the incorporation of steel fibres in concrete is to delay and control the tensile cracking of the composite material. This positively influences mechanical properties of concrete. These improved properties result in SFRC being a feasible material for concrete road pavements. The aim of this paper is to evaluate the use of SFRC for road pavements and compare its performance to plain concrete under traffic loading. The influence of SFRC properties on performance and design aspects of concrete roads are discussed. Results from road trial sections, tested under in-service traffic, are used to validate the use of the material in roads. Performance and behaviour of a SFRC test section is compared to a plain concrete section. The performance of thinner SFRC ground slabs is found comparable to thicker plain concrete slabs. A design approach for SFRC is recommended in which an existing method for the design of plain concrete slabs is extended by incorporating the post-cracking strength of SFRC.
first_indexed 2025-11-14T10:41:27Z
format Journal Article
id curtin-20.500.11937-69484
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T10:41:27Z
publishDate 2018
publisher Concrete Institute of Australia
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-694842019-01-11T06:55:03Z Steel Fibre Concrete Pavements: Thinner and More Durable Htut, Trevor Ng, T. Recently, considerable interest has been generated in the use of Steel Fibre Reinforced - Concrete (SFRC). The most significant influence of the incorporation of steel fibres in concrete is to delay and control the tensile cracking of the composite material. This positively influences mechanical properties of concrete. These improved properties result in SFRC being a feasible material for concrete road pavements. The aim of this paper is to evaluate the use of SFRC for road pavements and compare its performance to plain concrete under traffic loading. The influence of SFRC properties on performance and design aspects of concrete roads are discussed. Results from road trial sections, tested under in-service traffic, are used to validate the use of the material in roads. Performance and behaviour of a SFRC test section is compared to a plain concrete section. The performance of thinner SFRC ground slabs is found comparable to thicker plain concrete slabs. A design approach for SFRC is recommended in which an existing method for the design of plain concrete slabs is extended by incorporating the post-cracking strength of SFRC. 2018 Journal Article http://hdl.handle.net/20.500.11937/69484 Concrete Institute of Australia restricted
spellingShingle Htut, Trevor
Ng, T.
Steel Fibre Concrete Pavements: Thinner and More Durable
title Steel Fibre Concrete Pavements: Thinner and More Durable
title_full Steel Fibre Concrete Pavements: Thinner and More Durable
title_fullStr Steel Fibre Concrete Pavements: Thinner and More Durable
title_full_unstemmed Steel Fibre Concrete Pavements: Thinner and More Durable
title_short Steel Fibre Concrete Pavements: Thinner and More Durable
title_sort steel fibre concrete pavements: thinner and more durable
url http://hdl.handle.net/20.500.11937/69484