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Anomalous buckling of odd elastic plates

  • Andi Lai
  • , Guo Fu
  • , C. W. Lim*
  • *Corresponding author for this work

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

Buckling of thin-walled structures such as plates and shells is a consequence of in-plane stress being released through out-of-plane displacements. Generally, thin-walled structures that are subjected to tension or zero stress conditions remain stable. In this article, the anomalous tension buckling and stress-free active buckling of odd elastic plates are reported, which are a novel instability caused by odd elastic effects. The latter can only occur in the form of left- or right-handed chiral deformation and it does not involve external loads or internal active stress in a critical state. We demonstrate that the chiral rotation angle deformation is responsible for the active buckling of the plates, because the energy required for instability can be obtained based on the odd elastic effect. These findings can serve as an interpretation in a novel way for the occurrence of surface morphologies with biological activities, as well as provide references for buckling designs and applications of active structures. © 2024 Elsevier Ltd
Original languageEnglish
Article number112774
Number of pages10
JournalInternational Journal of Solids and Structures
Volume293
Online published15 Mar 2024
DOIs
Publication statusPublished - 1 May 2024

Funding

We are grateful for the Youth Project of Hunan Provincial Department of Education (No. 18ZDXK04).

Research Keywords

  • Active buckling
  • Chiral deformation
  • Odd elastic plates
  • Tension buckling

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