Numerical shape, thickness and stacking sequence optimisation and experimental study of hybrid composite plates under in-plane shear loading

Mahdi Damghani*, Jason Matthews, Adrian Murphy, Carol Featherston

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

8 Citations (Scopus)
43 Downloads (Pure)

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 languageEnglish
Pages (from-to)372-390
Number of pages19
JournalStructures
Volume51
Early online date20 Mar 2023
DOIs
Publication statusPublished - 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

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