Abstract
Laminated composites can undergo complex damage mechanisms when subjected to transverse impact. For unidirectional laminates it is well recognized that delamination failure usually initiates via intra-ply shear cracks that run parallel to the fibres. These cracks extend to the interface of adjacent orthogonal plies, where they are either stopped, or propagate further as inter-ply delamination cracks. These mechanisms largely determine impact energy absorption and post-delamination bending stiffness of the laminate. Important load transfer mechanisms will occur that may lead to fibre failure and ultimate rupture of the laminate. In recent years most Finite Element (FE) models to predict delamination usually stack layers of ply elements with interface elements to represent inter-ply stiffness and treat possible delamination. The approach is computationally efficient and does give some estimate of delamination zones and damaged laminate bending stiffness. However, these models do not properly account for coupled intra-ply shear failure and delamination crack growth, and therefore cannot provide accurate results on crack initiation and propagation. An alternative discrete meso-scale FE model is presented that accounts for this coupling, which is validated against common delamination tests and impact delamination from the Compression After Impact (CAI) test. Ongoing research is using damage prediction from the CAI simulation as a basis for residual strength analysis, which will be the published in future work.
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Acknowledgments
This publication is a result of a co-operation project between the national aeronautics and space research centre of the Federal Republic of Germany (DLR) and the University Stuttgart. The authors acknowledge the financial support received for this work from the Helmholz-Gemeinschaft and the state of Baden-Württemberg.
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Jäger, S., Pickett, A. & Middendorf, P. A Discrete Model for Simulation of Composites Plate Impact Including Coupled Intra- and Inter-ply Failure. Appl Compos Mater 23, 179–195 (2016). https://doi.org/10.1007/s10443-015-9455-2
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DOI: https://doi.org/10.1007/s10443-015-9455-2