Abstract

Abstract In this paper, nonlinear analysis of thick cylindrical shells with arbitrary variable thickness made of hyperelastic FGM with radially variation of material properties in nearly incompressible state under non-uniform pressure loading is presented. Thickness and pressure of the shell vary in axial direction by linear and/or nonlinear functions. The governing equilibrium equations are derived based on shear deformation theory (SDT). The Mooney-Rivlin type material is considered which is a suitable hyperelastic model for rubbers. Boundary Layer Method of the perturbation theory which is known as Matched Asymptotic Expansion (MAE) is used for solving the governing equations. A new ingenious solution and formulation have been defined during current study to simplify and abbreviate the representation of inner and outer equations components in MAE. In order to validate the results of the current analytical solution, a numerical modeling based on Finite Element Method (FEM) have been investigated. Afterwards, for different rubber case studies, the effect of material constants, inhomogeneity index, geometry and pressure profiles on displacements, stresses and hydrostatic pressure distributions resulting from MAE and FEM solution have been illustrated. This approach enables insight into the nature of the deformation and stress distribution across the wall of rubber vessels and offers the potential for investigating the mechanical functionality of blood vessels such as arteries in physiological pressure range. The results prove the effectiveness of SDT and MAE combination to derive and solve the governing equations of nonlinear problems such as nearly incompressible hyperelastic FG shells.

Highlights

  • Hyperelastic materials are quite common in many engineering applications

  • Ghannad et al (2013) presented a closed-form analytical solution for thick Functionally graded materials (FGMs) cylindrical shells with variable thickness subjected to constant internal pressure based on the first-order shear deformation theory (FSDT) and solved the governing equations by the usage of perturbation theory

  • In order to validate presented analytical solution and compare the results for pressurized thick cylinder with variable thickness made of nearly compressible FG hyperelastic material, a numerical solution based on Finite Element Method is investigated

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Summary

INTRODUCTION

Hyperelastic materials are quite common in many engineering applications. These materials are incompressible or almost incompressible and undergo large strains when subjected to loads. Anani and Rahimi (2015, 2016) studied behavior of spherical and cylindrical shell made of FG rubbers by neo-Hookean model They assumed radial variation of material properties by power law function and used classical theory (PET) and Gausshypergeometric function to derive and solve equations, respectively. Ghannad et al (2013) presented a closed-form analytical solution for thick FGM cylindrical shells with variable thickness subjected to constant internal pressure based on the first-order shear deformation theory (FSDT) and solved the governing equations by the usage of perturbation theory. Numerous studies have been carried out on nearly incompressible hyperelastic shells, no study has been carried out to date on non-uniformly pressurized cylinder with nonlinear variable thickness made of hyperelastic FGMs. In the current study, nonlinear quasi-static analysis of thick cylindrical pressure vessels with arbitrary variable thickness made of Mooney-Rivlin model of hyperelastic FGM with radially variation of material properties in nearly incompressible state under non-uniform pressure loading is presented. Current study aims to illustrate the performance of the potentials and their reliability for the prediction of the state of deformation and stress in hyperelastic FG vessels from rubbers to arteries

BASIC FORMULATIONS
Hyperelastic FGM
Perturbation theory
Outer expansion
Inner expansion
Composite solution
FE modeling
Case studies
Effect of material constants and inhomogeneity index
MAE FEM
Effect of pressure and geometry profiles
CONCLUSIONS
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