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dc.contributor.advisor Mallikarachchi, HMYC
dc.contributor.author Ubamanyu, K
dc.date.accessioned 2019-01-24T01:40:26Z
dc.date.available 2019-01-24T01:40:26Z
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/13844
dc.description.abstract The necessity of deployable mechanisms in the field of aerospace is inevitable due to volume limitations in the launch vehicles. Use of mechanical hinges with motors and springs for actuation make the structure heavy and complex. Alternatively, elastically deformable thin shell structures have become popular due to their light weight, ability to self-deploy using energy stored during folding and eliminating complex hinge mechanisms. Self-deployable booms made of fibre composites are widely used in the space industry. Design of booms made with traditional epoxy matrix are limited by the low failure curvatures. The dual-matrix composite with soft elastomers in the folding region has been identified as a better alternative which allows for high curvature folds of as much as 180o. However, the behaviour of folding and deployment of dual-matrix composites has not been studied in detail. This thesis presents a detailed study of finite element simulations of folding and deployment of a dual-matrix composite boom made of 3-ply plain-weave glass fibre laminates having a soft silicone matrix in the intended hinge region and rigid epoxy matrix elsewhere. Folding and deployment simulations were carried out under quasi static conditions using the commercial finite element package Abaqus/Explicit. The limitations and the necessary checks to obtain a robust solution are discussed in detail. Moment-rotation relationship is used to characterize the deployment behaviour under quasi-static conditions, because it gives an indication whether the structure can self-latch and achieve the intended configuration during deployment. Initially a stable folded configuration was simulated from the unstressed configuration of the dual-matrix composite boom and then deployment was simulated by gradually decrease the relative rotation between two ends of the boom until it becomes zero. Reduction in the bending stiffness of silicone matrix under high curvature significantly influencing the folded configuration of dual-matrix composite booms. A detailed study on the cross sections of the folded configurations reveals that a modified bending stiffness has to be used for simulations. 10% of original bending stiffness iii which corresponds to high curvature conditions was used for silicone region throughout the simulation. The simulated response was compared against physical experiments carried out by Sakovsky et al. (2016) for validation. Simulation is capable of capturing both overall and localized deform configurations as well as the steady-state moment in the moment-rotation response. However it underestimates the peak moment because the modified bending stiffness leads to a weaker response. Further analysis was carried out using different bending stiffness modifications to understand the significance of the stiffness variation of silicone matrix. Also an attempt was made to understand the potential of dual matrix composite booms which is having a closed cross section by comparing with an equivalent tape spring hinge. en_US
dc.language.iso en en_US
dc.subject dual-matrix composite boom en_US
dc.subject self-deployable structures en_US
dc.subject quasi-static simulations en_US
dc.subject moment-rotation response en_US
dc.title Simulation of closed cross section dual matrix composite booms en_US
dc.type Thesis-Full-text en_US
dc.identifier.faculty Engineering en_US
dc.identifier.degree MSc (Major Component Research) en_US
dc.identifier.department Department of Civil Engineering en_US
dc.date.accept 2017-08
dc.identifier.accno TH3495 en_US


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