Abstract

In this paper, a shell finite element formulation to analyze highly deformable shell structures composed of homogeneous rubber-like materials is presented. The element is a triangular shell of any-order with seven nodal parameters. The shell kinematics is based on geometrically exact Lagrangian description and on the Reissner-Mindlin hypothesis. The finite element can represent thickness stretch and, due to the seventh nodal parameter, linear strain through the thickness direction, which avoids Poisson locking. Other types of locking are eliminated via high-order approximations and mesh refinement. To deal with high-order approximations, a numerical strategy is developed to automatically calculate the shape functions. In the present study, the positional version of the Finite Element Method (FEM) is employed. In this case, nodal positions and unconstrained vectors are the current kinematic variables, instead of displacements and rotations. To model near-incompressible materials under finite elastic strains, which is the case of rubber-like materials, three nonlinear and isotropic hyperelastic laws are adopted. In order to validate the proposed finite element formulation, some benchmark problems with materials under large deformations have been numerically analyzed, as the Cook's membrane, the spherical shell and the pinched cylinder. The results show that the mesh refinement increases the accuracy of solutions, high-order Lagrangian interpolation functions mitigate general locking problems, and the seventh nodal parameter must be used in bending-dominated problems in order to avoid Poisson locking.

Highlights

  • Deformable elastic shell structures have been widely used in engineering, the adequate prediction of the behavior of such structures is an essential step during the design process

  • The purpose of the present study is to describe a numerical formulation with isoparametric triangular shell finite elements of any-order, accounting for thickness stretch and linear strain variation across the thickness, in order to analyze homogeneous elastic shells under statically applied forces, isothermal conditions, finite displacements and finite strains

  • 7 CONCLUSIONS In this paper, a shell finite element formulation is successfully employed to the analysis of homogeneous rubber-like materials under finite deformation, statically applied forces and isothermal conditions

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Summary

Abstract Abstract

A shell finite element formulation to analyze highly deformable shell structures composed of homogeneous rubberlike materials is presented. The finite element can represent thickness stretch and, due to the seventh nodal parameter, linear strain through the thickness direction, which avoids Poisson locking. The positional version of the Finite Element Method (FEM) is employed In this case, nodal positions and unconstrained vectors are the current kinematic variables, instead of displacements and rotations. In order to validate the proposed finite element formulation, some benchmark problems with materials under large deformations have been numerically analyzed, as the Cook’s membrane, the spherical shell and the pinched cylinder. The results show that the mesh refinement increases the accuracy of solutions, high-order Lagrangian interpolation functions mitigate general locking problems, and the seventh nodal parameter must be used in bending-dominated problems in order to avoid Poisson locking. Keywords large deformation analysis; homogeneous rubber-like materials; shell finite elements

INTRODUCTION
FINITE ELEMENT MAPPING
HYPERELASTIC CONSTITUTIVE LAWS
EQUILIBRIUM
SHAPE FUNCTIONS
NUMERICAL EXAMPLES
Large strain uniaxial compression
Thin cylinder under two opposite line forces
Spherical shell
Pinched cylinder with rigid diaphragms
Findings
CONCLUSIONS
Full Text
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