Prediction of stiffness and stresses in z-fibre reinforced composite laminates

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dc.contributor.author Grassi, Marcello -
dc.contributor.author Zhang, Xiang -
dc.contributor.author Meo, Michele -
dc.date.accessioned 2011-11-13T23:01:29Z
dc.date.available 2011-11-13T23:01:29Z
dc.date.issued 2002-12-01T00:00:00Z -
dc.identifier.citation M. Grassi, X. Zhang and M. Meo, Prediction of stiffness and stresses in z-fibre reinforced composite laminates, Composites Part A: Applied Science and Manufacturing, Volume 33, Issue 12, December 2002, Pages 1653-1664. -
dc.identifier.issn 1359-835X -
dc.identifier.uri http://dx.doi.org/10.1016/S1359-835X(02)00137-9 -
dc.identifier.uri http://dspace.lib.cranfield.ac.uk/handle/1826/927
dc.description.abstract The mechanical properties of z-pinned composite laminates were examined numerically. Finite element calculations have been performed to understand how the through-thickness reinforcement modifies the engineering elastic constants and local stress distributions. Solutions were found for four basic laminate stacking sequences, all having two percent volume fraction of z-fibres. For the stiffness analysis, a micromechanicalfinite element model was employed that was based on the actual geometric configuration of a z-pinned composite unit cell. The numerical results agreed very well with some published solutions. It showed that by adding two percent volume fraction of z-fibres, the through-thickness Young’s modulus was increased by 22-35 percent. The reductions in the in-plane moduli were contained within 7-10 percent. The stress analysis showed that interlaminar stress distributions near a laminate free edge were significantly affected when z-fibres were placed within a characteristic distance of one z- fibre diameter from the free edge. Local z-fibres carried significant amount of interlaminar normal and shear stresse en_UK
dc.language.iso en_UK -
dc.publisher Elsevier Science B.V., Amsterdam. en_UK
dc.title Prediction of stiffness and stresses in z-fibre reinforced composite laminates en_UK
dc.type Article -


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