Waste-based panels with cement grout as an infill material for composite railway sleepers

The development of high performance and eco-friendly composite railway sleepers at a reasonable price is a great challenge for composite railway sleeper manufacturers. The study proposed a railway sleeper concept based on high-performance fibre composites and low-cost waste-based materials to overcome this challenge. In this concept, thin hollow composite tubes are filled with high volume waste-based panels, which are bonded together with cement grout. This study examined the effect of cement grout, grout thickness, panel types, and surface preparation of the panels on the bond behaviour between the panels and cement grout. It also investigated the bending behaviour of manufactured railway sleepers by evaluating the effects of filling hollow tubes, the orientation of the infill panels, and the types of infill materials. Results indicate that the proposed concept has a high potential for development of high performance and eco-friendly composite railway sleepers at a competitive price due to the incorporation of high volume of waste materials. The results of the study will serve as a guide to the manufacture and design of composite railway sleepers. • An innovative composite railway sleeper concept based on fibre composites and waste is investigated. • Bond performance is evaluated for cement grout, grout thickness, panels, and surface preparation. • A sand coating increases bond strength nearly twice that of plane surfaces. • Infill panels contribute more to improving strength than stiffness of the sleeper. • The proposed concept has high potential for replacing traditional timber railway sleepers.

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Publication Details

Journal
Results in Engineering
Published
2024-09-17
DOI
https://doi.org/10.1016/j.rineng.2024.102924
Citations
1
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.27

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article

Waste-based panels with cement grout as an infill material for composite railway sleepers

S. Banerjee, Wahid Ferdous, Mamun Abdullah, Allan Manalo et al.
1 citations
Results in Engineering
Structural Behavior of Reinforced Concrete
0.27
article

Waste-based panels with cement grout as an infill material for composite railway sleepers

S. Banerjee, Wahid Ferdous, Mamun Abdullah, Allan Manalo, Ali A. Mohammed
article en
1 citations

Abstract

The development of high performance and eco-friendly composite railway sleepers at a reasonable price is a great challenge for composite railway sleeper manufacturers. The study proposed a railway sleeper concept based on high-performance fibre composites and low-cost waste-based materials to overcome this challenge. In this concept, thin hollow composite tubes are filled with high volume waste-based panels, which are bonded together with cement grout. This study examined the effect of cement grout, grout thickness, panel types, and surface preparation of the panels on the bond behaviour between the panels and cement grout. It also investigated the bending behaviour of manufactured railway sleepers by evaluating the effects of filling hollow tubes, the orientation of the infill panels, and the types of infill materials. Results indicate that the proposed concept has a high potential for development of high performance and eco-friendly composite railway sleepers at a competitive price due to the incorporation of high volume of waste materials. The results of the study will serve as a guide to the manufacture and design of composite railway sleepers. • An innovative composite railway sleeper concept based on fibre composites and waste is investigated. • Bond performance is evaluated for cement grout, grout thickness, panels, and surface preparation. • A sand coating increases bond strength nearly twice that of plane surfaces. • Infill panels contribute more to improving strength than stiffness of the sleeper. • The proposed concept has high potential for replacing traditional timber railway sleepers.

Results in EngineeringVol. 24
University of Southern Queensland (AU), Maine Farmland Trust (US)
Advance Queensland
Openalex Percentile: Top 44%
Structural Behavior of Reinforced Concrete
0.27
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