Imperfection-Insensitive Continuous Tow-Sheared Cylinders

Reece L Lincoln*, Paul M Weaver, Alberto Pirrera, Rainer Groh

*Corresponding author for this work

Research output: Contribution to journalArticle (Academic Journal)peer-review

20 Citations (Scopus)
120 Downloads (Pure)

Abstract

The design of thin-walled cylinders in axial compression is limited by sensitivity to geometric imperfections. This paper focuses on reducing the imperfection sensitivity of cylinders from a design perspective. By using variable-angle composites, the load paths within the cylinder are tailored to reduce the effective area over which imperfections can initiate buckling. Continuous Tow Shearing (CTS) is one such variable-angle manufacturing technique. It does not cause manufacturing defects associated with Automated Fibre Placement and there is a fibre angle-thickness coupling that results in a local thickness build-up --- used as a design feature to embed stiffeners in the cylinder. Nonlinear finite element models with seeded imperfections are used to calculate a knockdown factor (KDF). It was found that there is an inverse trend between embedded stiffener frequency and the KDF. The best performing CTS cylinder has a KDF 30% greater and a specific buckling load 4% greater than a QI cylinder. It was also found that the smaller the effect of geometric imperfections on the
pre-buckling strain field the greater the KDF of the cylinder. This novel finding shows that a computationally inexpensive nonlinear analysis can provide a first-order approximation of the imperfection sensitivity of a cylinder in axial compression.
Original languageEnglish
Article number113445
Number of pages18
JournalComposite Structures
Volume260
Early online date17 Dec 2020
DOIs
Publication statusE-pub ahead of print - 17 Dec 2020

Keywords

  • Tow-steering
  • robustness
  • buckling
  • composites

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