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A scaled boundary finite element method for static and dynamic analyses of cylindrical shells

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TLDR
In this paper, a scaled boundary finite element method is used for both static and dynamic analyses of cylindrical shells. But the scaling strategy is employed to ensure that the shell boundaries and the cross sections at the element inferfaces are accurately represented through the scaling process.
Abstract
A modeling technique based on the scaled boundary finite element method is developed for both static and dynamic analyses of cylindrical shells. A new scaling strategy is employed to ensure that the shell boundaries and the cross sections at the element inferfaces are accurately represented through the scaling process. The formulation starts directly from the three-dimensional linear elasticity theory for cylindrical shells. The principle of virtual work involving the inertial force is applied to derive the scaled boundary finite element equation. Only the in-plane dimensions of the structure are discretized with finite elements while the solution through the thickness is expressed analytically as a Pade expansion. A variable transformation procedure facilitates the development of the dynamic stiffness matrix, which leads to the static stiffness matrix and mass matrix naturally. A laminate model with arbitrary number of layers can readily be constructed. Numerical examples demonstrate the accuracy, applicability and efficiency of the two-layer model.

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Free vibration and transient dynamic response of functionally graded sandwich plates with power-law nonhomogeneity by the scaled boundary finite element method

TL;DR: In this paper, a layerwise approach based on the 3D theory of elasticity is adopted for the simulation of FGM sandwich plates, and the material properties involving Young's modulus and mass density are assumed to be continuously graded in the thickness direction according to a power law function while Poisson's ratio is taken to be constant in each individual layer.
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Magneto-electro-elastic semi-analytical models for free vibration and transient dynamic responses of composite cylindrical shell structures

TL;DR: In this paper, the scaling boundary finite element (SBFEM) was applied to the free vibration and transient dynamic problems of the composite magneto-electro-elastic (MEE) cylindrical shell.
Journal ArticleDOI

An efficient scaled boundary finite element method for transient vibro-acoustic analysis of plates and shells

TL;DR: In this article, a scaled boundary finite element method (SBFEM) is used for transient vibro-acoustic analysis of plates and shells, where only the bottom surface of the shell is discretized with finite elements while the solution along the thickness is expressed analytically as a Pade expansion.
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Investigation of bending behavior for laminated composite magneto-electro-elastic cylindrical shells subjected to mechanical or electric/magnetic loads

TL;DR: A novel semi-analytical numerical model based on the scaled boundary finite element method is developed for the bending analysis of the laminated MEE cylindrical shells under the mechanical or electric/magnetic potential loads.
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A semi-analytical approach for the flexural analysis of in-plane functionally graded magneto-electro-elastic plates

TL;DR: In this paper, a semi-analytical flexural analysis of functionally graded magneto-electro-elastic plates with material coefficients mathematically expressed as arbitrary functions in terms of the in-plane coordinates utilizing the scaled boundary finite element method (SBFEM) in association with the precise integration method (PIM) is carried out.
References
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Journal ArticleDOI

Isogeometric analysis : CAD, finite elements, NURBS, exact geometry and mesh refinement

TL;DR: In this article, the concept of isogeometric analysis is proposed and the basis functions generated from NURBS (Non-Uniform Rational B-Splines) are employed to construct an exact geometric model.
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A class of mixed assumed strain methods and the method of incompatible modes

TL;DR: In this paper, a three-field mixed formulation in terms of displacements, stresses and an enhanced strain field is presented which encompasses, as a particular case, the classical method of incompatible modes.
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Reduced integration technique in general analysis of plates and shells

TL;DR: In this article, a simple extension is made which allows the element to be economically used in all situations by reducing the order of numerical integration applied to certain terms without sacrificing convergence properties.
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Analysis of thick and thin shell structures by curved finite elements

TL;DR: In this article, a general formulation for the curved, arbitrary shape of thick shell finite elements is presented along with a simplified form for axisymmetric situations, which is suitable for thin to thick shell applications.
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A continuum mechanics based four‐node shell element for general non‐linear analysis

TL;DR: In this article, a general quadrilateral shell element for geometric and material nonlinear analysis is presented, which is formulated using three-dimensional continuum mechanics theory and it is applicable to the analysis of thin and thick shells.
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