Abstract
Shape, thickness and stacking sequence optimisation of a damage tolerant hybrid (GFRP-CFRP) composite laminate is performed using the commercial Optistruct solver. The results of the optimisation study are compared to both a benchmark non-damage tolerant CFRP laminate (without protective surface GFRP plies known as type 1 laminate) and a damage tolerant traditionally optimised hybrid CFRP-GFRP laminate (having X shape CFRP plies known as type 2 laminate), designed and tested in a previous study. The optimised laminate is manufactured using three different manufacturing techniques. The experimental buckling and post-buckling performance of the manufactured laminates are investigated. The optimised hybrid laminate is approximately 8% heavier than the type 1 but 17% lighter than type 2, but with the benefit of protective surface GFRP plies in favour of a damage tolerant design as shown in a previous study. Both numerical and experimental buckling and post-buckling performance studies show that the optimised laminates demonstrate higher pre-buckling stiffness compared to the type 1 design. However, the experimental buckling and failure/collapse loads, unlike the numerically predicted loads, are 24.31% and 26.70% lower, respectively. This is due to the significant number of ply drop-offs in the hybrid laminate design, and hence geometric imperfections and stress concentration effects at these locations leading to early buckling and failure in the post-buckling region.
Original language | English |
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Pages (from-to) | 372-390 |
Number of pages | 19 |
Journal | Structures |
Volume | 51 |
Early online date | 20 Mar 2023 |
DOIs | |
Publication status | Published - May 2023 |
Bibliographical note
Funding Information:The authors express their gratitude to Douglas Nash, Mark Allonby and Daniel Cole (technicians at UWE) for their assistance and facilitating the research.
Publisher Copyright:
© 2023 The Author(s)
Keywords
- Buckling
- Free size optimisation
- Hybrid composites
- Post-buckling
- Shear loading
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Safety, Risk, Reliability and Quality