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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Menshykov, Oleksandr
University of Aberdeen
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2024Novel computational model for the failure analysis of composite pipes under bendingcitations
- 2023Failure Analysis of Composite Pipes Subjected to Bending
- 2023Mechanical Analysis of Thick-walled Filament Wound Composite Pipes under Pure Torsion Loadcitations
- 2022Enhancing the behaviour of broom-strands reinforced concrete using hose-clampscitations
- 2022Behaviour of clamp-enhanced palm tendons reinforced concretecitations
- 2021Bond Behaviour of Oil Palm Broom Fibres in Concrete for Eco-friendly Constructioncitations
- 2021Failure Analysis of Multi-Layered Thick-Walled Composite Pipes Subjected to Torsion Loadingcitations
- 2019Analysis of flexible composites for coiled tubing applicationscitations
- 2017Numerical modelling of layered composite pipes under bending and pressure
- 2007Elastodynamics of interface cracks in laminated composites
- 2006Analysis of critical strains and loads in layered composites
- 2005Interfacial plane crack under time-harmonic loading
Places of action
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article
Failure Analysis of Multi-Layered Thick-Walled Composite Pipes Subjected to Torsion Loading
Abstract
<jats:p>In the current study multi-layered thick-walled fibre reinforced composite pipes under torsion loading are considered. To analyse the stress-strain distribution in the pipe the Finite Element model (ABAQUS) has been developed. Using the model the radial, hoop, axial and shear stresses have been calculated for different lay-ups of the fibre reinforced pipes, and modified Tsai-Hill failure coefficients have been computed. The validation of the model was done by comparing the results available in the literature and the semi-analytical three-dimensional elasticity solution. The dependence of the failure coefficient on winding angles and layers’ thickness was investigated and analyzed, and the appropriate design considerations have been suggested for four-layer pipes.</jats:p>