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Journal ArticleDOI

Three-dimensional extension of non-linear shell formulation based on the enhanced assumed strain concept

TLDR
In this article, a 7-parameter theory with a linear varying thickness stretch as an extra variable allowing also large strain effects is presented, and the authors introduce a complete 3-D constitutive law without modification.
Abstract
Conventional shell formulations, such as 3- or 5-parameter theories or even 6-parameter theories including the thickness change as extra parameter, require a condensation of the constitutive law in order to avoid a significant error due to the assumption of a linear displacement field across the thickness. This means that the normal stress in thickness direction has to either vanish or be constant. In general, these extra constraints cannot be satisfied explicitly or they lead to elaborate strain expressions. The main objective of the present study is to introduce directly a complete 3-D constitutive law without modification. Therefore, a 7-parameter theory is utilized which includes a linear varying thickness stretch as extra variable allowing also large strain effects

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Citations
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Journal ArticleDOI

A unified approach for shear-locking-free triangular and rectangular shell finite elements

TL;DR: In this article, a new concept for the construction of locking-free finite elements for bending of shear deformable plates and shells, called DSG (Discrete Shear Gap) method, is presented.
Journal ArticleDOI

Metamodel-based importance sampling for structural reliability analysis

TL;DR: In this paper, the authors propose to use a Kriging surrogate for the performance function as a means to build a quasi-optimal importance sampling density, which can be applied to analytical and finite element reliability problems and proves efficient up to 100 basic random variables.
Journal ArticleDOI

Shear deformable shell elements for large strains and rotations

TL;DR: In this paper, a geometrically non-linear version of the EAS-approach is applied which is based on the enhancement of the Green-Lagrange strains instead of the displacement gradient as originally proposed by Simo and Armero.
Journal ArticleDOI

B¯ and F¯ projection methods for nearly incompressible linear and non-linear elasticity and plasticity using higher-order NURBS elements

TL;DR: In this paper, higher-order Non-Uniform Rational B-Splines (NURBS) are used for non-linear elasticity and plasticity analysis. But they are not suitable for the case of large deformation.
Journal ArticleDOI

A survey of recent shell finite elements

TL;DR: A comprehensive survey of the literature on curved shell finite elements can be found in this article, where the first two present authors and Liaw presented a survey of such literature in 1990 in this journal.
References
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Journal ArticleDOI

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.
Journal ArticleDOI

Geometrically non‐linear enhanced strain mixed methods and the method of incompatible modes

TL;DR: In this paper, a class of assumed strain mixed finite element methods for fully nonlinear problems in solid mechanics is presented which, when restricted to geometrically linear problems, encompasses the classical method of incompatible modes as a particular case.
Book ChapterDOI

The Theory of Shells and Plates

TL;DR: In this paper, the authors define a shell as a 3D body whose boundary surface has special features, such as a plate and a shell-like body, which is defined by the dimension of the body along the normals, called the thickness.
Journal ArticleDOI

A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition: part I. continuum formulation

TL;DR: In this article, a strain-space formulation of elastoplasticity at finite strains is developed based on a multiplicative decomposition of the deformation gradient, and the structure of the associative flow rule is uniquely defined as the Kuhn-Tucker optimality condition emanating from the principle of maximum plastic dissipation.
Journal ArticleDOI

A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. part II: computational aspects

TL;DR: In this article, the authors proposed a hyperelastic J2-flow theory for elastoplastic tangent moduli, which reduces to a trivial modification of the classical radial return algorithm which is amenable to exact linearization.
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