TY - JOUR
T1 - A size-dependent element-free Galerkin method for analyzing the three-dimensional free vibration characteristics of functionally graded cylindrical microshells based on the consistent strain gradient theory
AU - Wu, Chih Ping
AU - Chang, Ting Yu
N1 - Publisher Copyright:
© 2025 Taylor & Francis Group, LLC.
PY - 2025
Y1 - 2025
N2 - Within the framework of the consistent strain gradient theory (CSGT), we develop a size-dependent element-free Galerkin (EFG) method to analyze the three-dimensional (3D) free vibration characteristics of a functionally graded (FG) cylindrical microshell under simply supported boundary conditions. The formulation of the EFG method accounts for the effects of force-stress, couple-stress, and dilatational and deviatoric strain gradient tensors. Utilizing the CSGT-based EFG method, we subsequently determine the lowest natural frequency and associated vibration mode of the microshell. The accuracy and convergence rate of the CSGT-based EFG method are validated by comparing its results with those produced using size-dependent advanced and refined shear deformation theories documented in the literature. Finally, we conduct a parametric study to explore the effects of key factors on the lowest natural frequency of the microshell, including the material length-scale parameters, inhomogeneity index, length-to-mid-surface radius ratio, and mid-surface radius-to-thickness ratio, which are shown to be significant. The results also show that the material length-scale parameters consistently enhance the microshell’s overall stiffness, increasing its lowest natural frequency. The importance of different tensor effects on the lowest natural frequency of the microshell’s flexural mode is ordered as the couple-stress tensor effect > the deviatoric strain gradient tensor effect > the dilatational strain gradient tensor effect. Additionally, the applicable ranges of the structural scale for the CCST and CSGT are recommended to be approximately within the intervals, (Formula presented.) and (Formula presented.) respectively.
AB - Within the framework of the consistent strain gradient theory (CSGT), we develop a size-dependent element-free Galerkin (EFG) method to analyze the three-dimensional (3D) free vibration characteristics of a functionally graded (FG) cylindrical microshell under simply supported boundary conditions. The formulation of the EFG method accounts for the effects of force-stress, couple-stress, and dilatational and deviatoric strain gradient tensors. Utilizing the CSGT-based EFG method, we subsequently determine the lowest natural frequency and associated vibration mode of the microshell. The accuracy and convergence rate of the CSGT-based EFG method are validated by comparing its results with those produced using size-dependent advanced and refined shear deformation theories documented in the literature. Finally, we conduct a parametric study to explore the effects of key factors on the lowest natural frequency of the microshell, including the material length-scale parameters, inhomogeneity index, length-to-mid-surface radius ratio, and mid-surface radius-to-thickness ratio, which are shown to be significant. The results also show that the material length-scale parameters consistently enhance the microshell’s overall stiffness, increasing its lowest natural frequency. The importance of different tensor effects on the lowest natural frequency of the microshell’s flexural mode is ordered as the couple-stress tensor effect > the deviatoric strain gradient tensor effect > the dilatational strain gradient tensor effect. Additionally, the applicable ranges of the structural scale for the CCST and CSGT are recommended to be approximately within the intervals, (Formula presented.) and (Formula presented.) respectively.
UR - https://www.scopus.com/pages/publications/105018764859
UR - https://www.scopus.com/pages/publications/105018764859#tab=citedBy
U2 - 10.1080/15397734.2025.2564815
DO - 10.1080/15397734.2025.2564815
M3 - Article
AN - SCOPUS:105018764859
SN - 1539-7734
JO - Mechanics Based Design of Structures and Machines
JF - Mechanics Based Design of Structures and Machines
ER -