Aymen Marouene, Rachid Boukhili, J. Chen and A. Yousefpour
Article (2016)
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Open Access to the full text of this document Published Version Terms of Use: Creative Commons Attribution Non-commercial No Derivatives Download (1MB) |
Abstract
The current investigation deals with the buckling behavior of variable-stiffness composite panels manufactured by the automated fiber placement (AR) process. In order to minimize the occurrence of AFP-inherent defects as gaps and overlaps, the so-called tow-drop method was adopted. Compression buckling tests were performed on large panels containing gaps or overlaps under simply-supported boundary conditions. The specific responses of the out-of-plane deflections, which were tracked by four laser sensors focused on the axial centerline of the panels during compression loading, were explained by the measured initial geometric curvatures, which were characteristic of variable-stiffness panels. The tracking of the in-plane strains using sixteen strain gauges located strategically on the panels confirmed that the presence of gaps and overlaps does not affect the symmetry of variable-stiffness panels. Finally, it was established that the tow-drop method significantly improved the structural performance in terms of the pre-buckling stiffness, buckling load, and the failure load while keeping minimal geometric disturbances.
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| Department: | Department of Mechanical Engineering |
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| Funders: | CRSNG/NSERC, Consortium de recherche et d'innovation en aérospatiale au Québec (CRIAQ) |
| PolyPublie URL: | https://publications.polymtl.ca/5018/ |
| Journal Title: | Composite Structures (vol. 139) |
| Publisher: | Elsevier |
| DOI: | 10.1016/j.compstruct.2015.12.025 |
| Official URL: | https://doi.org/10.1016/j.compstruct.2015.12.025 |
| Date Deposited: | 02 Sep 2022 14:14 |
| Last Modified: | 08 Aug 2025 15:52 |
| Cite in APA 7: | Marouene, A., Boukhili, R., Chen, J., & Yousefpour, A. (2016). Buckling behavior of variable-stiffness composite laminates manufactured by the tow-drop method. Composite Structures, 139, 243-253. https://doi.org/10.1016/j.compstruct.2015.12.025 |
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