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Revisiting the compressive buckling of periodic multi-layers reinforced composites: Theoretical and numerical analysis

  • Xuebo Yuan*
  • , Junming Huang
  • , Peizhi Zhao
  • , Youshan Wang
  • , Qiuqiu Fan
  • *Corresponding author for this work
  • Southwest Jiaotong University
  • Xihua University

Research output: Contribution to journalArticlepeer-review

Abstract

Multi-layered composites consisting of stiff inclusions and compliant matrices are widely found in biological tissues, geological features, waveguides, and flexible electronics. Capturing their buckling instabilities is crucial for understanding structural morphogenesis and informing the design of functional devices. However, a unified theoretical framework capable of accurately identifying buckling modes under compressive loading is still lacking. In this work, using the energy method, we develop a mechanics model for periodically reinforced composites with stiff layers by rigorously accounting for in-plane displacements and interfacial shear stress. The proposed model provides accurate predictions of the critical compressive strain and wavelength for the local-wrinkling mode, and effectively distinguishes between local-wrinkling and long-wave modes over a wide range of geometric and material parameters. A general phase diagram is constructed to reveal how geometric and material parameters govern the selection between the two buckling modes. Moreover, an explicit expression for the critical condition of the mode transition is analytically derived, offering direct guidance for the controllable design of buckling patterns. These findings provide new insights into the buckling instability of multi-layered composites.

Original languageEnglish
Article number113550
JournalThin-Walled Structures
Volume215
DOIs
StatePublished - Oct 2025

Keywords

  • Mode transition
  • Multi-layered composites
  • Theoretical model
  • Wrinkling/buckling instability

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