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Performance behaviour of macro-synthetic fibre reinforced concrete subjected to static and dynamic loadings for sleeper applications

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 270, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.121469

关键词

Macro-synthetic fibre reinforced concrete; Structural performances; Failure mechanisms

资金

  1. Australian Research Council's Industrial Transformation Training Centres Scheme (ARC Training Centre for Advanced Technologies in Rail Track Infrastructure) [IC170100006]
  2. Western Sydney University

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This study evaluates the performance of macro-synthetic fibre reinforced concrete under static and dynamic loadings, focusing on mechanical properties and failure mechanisms. It is found that fibre reinforced concrete helps improve durability and reduce damage caused by thermal cycles.
This paper presents the evaluation of macro-synthetic fibre reinforced concrete (MSFRC) structural performances under both static and dynamic loadings. The innovative composite material is assessed in terms of mechanical properties (i.e. workability, compressive, indirect tensile & flexural strengths) and failure mechanisms as compared to plain concrete. Accordingly, the novelty of this paper is to present the performance of different fibres' characteristics (i.e. aspect ratio) and dosages of long polypropylene-based fibres implemented for sleeper applications. Characteristically, macro-synthetic fibre reinforcement is used towards improving the durability of concrete and reducing the damage caused through thermal cycles. In the tests performed, the fibre reinforced concrete has been proposed to minimise the static and dynamic failure modes while as anticipated improve the post-cracking behaviour. (C) 2020 Elsevier Ltd. All rights reserved.

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