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Influence of number of plies on flexural behaviour of ultra-thin woven composites

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dc.contributor.author Wanasinghe, WMCS
dc.contributor.author Mallikarachchi, HMYC
dc.contributor.editor Pasindu, HR
dc.contributor.editor Damruwan, H
dc.contributor.editor Weerasinghe, P
dc.contributor.editor Fernando, L
dc.contributor.editor Rajapakse, C
dc.date.accessioned 2024-10-01T08:40:34Z
dc.date.available 2024-10-01T08:40:34Z
dc.date.issued 2024
dc.identifier.uri http://dl.lib.uom.lk/handle/123/22840
dc.description.abstract Deep space missions necessitate the development of weight-sensitive structures capable of supporting multiple operational configurations. The high strength-to-weight ratio and flexible material properties of woven fibre composites make them ideal for aerospace structures. Epoxy laminates reinforced with carbon fibre are often used in primary and secondary aircraft structures. Woven fibre composites have greater advantages compared to unidirectional fibre lamina. The number of fibres in a yarn and the type of weave determine the material properties. The high curvature experienced by space structures during folding and deployment points out the critical importance of understanding their bending behaviour for optimising future designs. Experimental studies show a significant reduction in the bending stiffness of ultra-thin woven composites when subjected to high curvatures according to the literature. The in-plane properties of woven laminates have been estimated through the development of numerous micromechanical analytical methods. Although in-plane properties can be accurately determined through Classical Lamination Theory (CLT) for thin woven composites, the flexural properties tend to over-predict by 200 – 400%. This paper introduces micro-mechanical models to capture the impact of ply count on the mechanical characteristics of thin woven fibre composites. Accordingly, this study expresses a geometric model with solid elements that simulate the effect of the two waviness with increasing plies in a Representative Unit Cell (RUC) to analyse the bending stiffness reduction near failure. The study focuses on a plain-woven carbon fibre composite having fibres arranged in an in-phase configuration. A finite element pre-processor, TexGen software, is used to generate the representative unit cell geometry. This generated RUC model is then imported into the commercial finite element software Abaqus/Standard to simulate the mechanical behaviour. The numerical results are validated with experimental results obtained from the literature. In addition, the study aims to investigate the behaviour of results derived from CLT under varying numbers of plies. The reduction in bending stiffness between CLT predictions and finite element (FE) simulations across all ply configurations varies from approximately 500% for single-ply laminates to 90% for three-ply laminates while 150% for two-ply laminates, highlighting the efficacy of the CLT approach in accurately predicting bending properties with increasing number of plies. One reason for this deviation is that CLT does not account for the inherent waviness of woven fibre composites, which generally exhibit a sinusoidal wave pattern. This waviness is reduced with an increasing number of plies, leading to a closer alignment between CLT and FE results. en_US
dc.language.iso en en_US
dc.publisher Department of Civil Engineering, University of Moratuwa en_US
dc.subject ABD matrix en_US
dc.subject Micro-mechanical modelling en_US
dc.subject Thickness effect en_US
dc.subject Woven fibre composites en_US
dc.title Influence of number of plies on flexural behaviour of ultra-thin woven composites en_US
dc.type Conference-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Civil Engineering en_US
dc.identifier.year 2024 en_US
dc.identifier.conference Civil Engineering Research Symposium 2024 en_US
dc.identifier.place Moratuwa en_US
dc.identifier.pgnos pp.49-50 en_US
dc.identifier.proceeding Proceedings of Civil Engineering Research Symposium 2024 en_US
dc.identifier.email yasithcm@uom.lk en_US
dc.identifier.doi https://doi.org/10.31705/CERS.2024.25 en_US


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  • CERS - 2024 [47]
    Civil Engineering Research Symposium 2024

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