C
Chensong Dong
Researcher at Curtin University
Publications - 91
Citations - 2025
Chensong Dong is an academic researcher from Curtin University. The author has contributed to research in topics: Flexural strength & Finite element method. The author has an hindex of 24, co-authored 88 publications receiving 1653 citations. Previous affiliations of Chensong Dong include Wellington Management Company & Tianjin University.
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Flexural properties of hybrid composites reinforced by S-2 glass and T700S carbon fibres
TL;DR: A study on the flexural properties of hybrid composites reinforced by S-2 glass and T700S carbon fibres is presented in this article, where failure modes are examined under an optical microscope, and the results show that the dominant failure mode is compressive failure.
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Optimal design for the flexural behaviour of glass and carbon fibre reinforced polymer hybrid composites
Chensong Dong,Ian Davies +1 more
TL;DR: In this article, a study on the flexural behaviour of hybrid composites reinforced by S-2 glass and T700S carbon fibres in an intra-ply configuration is presented.
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Review of natural fibre-reinforced hybrid composites:
TL;DR: A review of natural fibre-reinforced hybrid composites can be found in this paper, which contains one or more types of natural reinforcement, such as natural fiber, reinforcement, and reinforcement matrix.
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Characterisation of the water absorption, mechanical and thermal properties of recycled cellulose fibre reinforced vinyl-ester eco-nanocomposites
TL;DR: In this article, the physical and mechanical properties of these eco-composites can be further enhanced through the addition of nanoclay, which can lead to improved strength properties in the eco-nanocomposites.
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Effects of Process-Induced Voids on the Properties of Fibre Reinforced Composites
TL;DR: In this article, the effects of process induced voids on the properties of composite laminates are predicted by fitting regression models to the finite element analysis (FEA) data for predicting composite properties including tensile, compressive and shear.