Vibration Behavior of a Sandwich Porous Elliptical Micro-Shell with a Magneto-Rheological Core Based on the Modified Couple Stress Theory
From MaRDI portal
Publication:6188660
DOI10.4208/aamm.oa-2022-0176OpenAlexW4366503471MaRDI QIDQ6188660
No author found.
Publication date: 11 January 2024
Published in: Advances in Applied Mathematics and Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.4208/aamm.oa-2022-0176
modified couple stress theoryfree vibrationelliptical micro shellmagneto-rheological coresandwich porous material
Cites Work
- Unnamed Item
- Unnamed Item
- On viscoelastic transient response of magnetically imperfect functionally graded nanobeams
- New matrix method for analyzing vibration and damping effect of sandwich circular cylindrical shell with viscoelastic core
- On thickness shear deformation theories for the dynamic analysis of non- circular cylindrical shells
- Elastic materials with couple-stresses
- Free vibrations of laminated composite non-circular thick cylindrical shells
- Cylindrical thin-shell model based on modified strain gradient theory
- Effects of non-uniform Winkler foundation and non-homogeneity on the free vibration of an orthotropic elliptical cylindrical shell
- Couple stress based strain gradient theory for elasticity
- Vibration of functionally graded cylindrical shells
- Nonlocal polar elastic continua
- Effects of couple-stresses in linear elasticity
- Micro-structure in linear elasticity
- Simplified equations and solutions for the free vibration of an orthotropic oval cylindrical shell with variable thickness
- Vibration and buckling of cylinders with elliptical cross section
- Size-Dependent Geometrically Nonlinear Free Vibration of First-Order Shear Deformable Piezoelectric-Piezomagnetic Nanobeams Using the Nonlocal Theory
- A New Size-Dependent Cylindrical Shell Element Based on Modified Couple Stress Theory
This page was built for publication: Vibration Behavior of a Sandwich Porous Elliptical Micro-Shell with a Magneto-Rheological Core Based on the Modified Couple Stress Theory