Assessment of critical buckling load of bi-directional functionally graded truncated conical micro-shells using modified couple stress theory and Ritz method-Reference-Cited by-同舟云学术

Assessment of critical buckling load of bi-directional functionally graded truncated conical micro-shells using modified couple stress theory and Ritz method

Published:2023-04-24 Issue: Volume: Page:1-32
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Taghizadeh Mohsen¹^ORCID,Babaei Masoud²,Dimitri Rossana³,Tornabene Francesco³

Affiliation:

1. Department of Mechanical Engineering, Hakim Sabzevari University, Sabzevar, Iran

2. Faculty of Mechanical Engineering, University of Eyvanekey, Garmsār, Iran

3. Department of Innovation Engineering, Faculty of Engineering, University of Salento, Lecce, Italy

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Condensed Matter Physics,Aerospace Engineering,Automotive Engineering,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2023.2202230

Reference56 articles.

1. Buckling Analysis of Functionally Graded Tapered Microbeams via Rayleigh–Ritz Method

2. Size-dependent bending behavior of three-layered doubly curved shells: Modified couple stress formulation

3. Baruch, M., O. Harari, and J. Singer. 1970. Low buckling loads of axially compressed conical shells.

4. Free vibration analysis of size-dependent shear deformable functionally graded cylindrical shell on the basis of modified couple stress theory

5. Enhanced Mechanical Stability of Gold Nanotips through Carbon Nanocone Encapsulation

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