This paper extends the capabilities of previous BST and EBST rotation‐free thin shell elements to the analysis of kinked and branching surfaces. The computation of the curvature tensor is first redefined in terms of the angle change between the normals at the adjacent elements. This allows to deal with arbitrary large angles between adjacent elements and to treat kinked surfaces. A relative stiffness between elements is introduced to consider non‐homogeneous surfaces. This idea is latter generalized to deal with branching shells. Several linear and non‐linear examples are presented showing that the formulation leads to the correct results. Copyright © 2006 John Wiley & Sons, Ltd
To date, a large number of finite element methods have been developed to study the dynamics of shell...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
This paper presents the extension of a previously developed formulation for shell elements in order ...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The elemen...
The paper extends recent work of the authors to include transverse shear effects on rotation-free tr...
The paper describes how the finite element method and the finite volume method can be successfully c...
A new triangle shell element is presented. The advantages of this element are threefold: simplicity,...
A methodology for the geometrically nonlinear analysis of orthotropic shells using a rotation-free s...
Key words: shell analysis, rotation-free triangles, finite elements Abstract. The derivation of shel...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
An approach for adding drilling rotations to the constant strain triangle, such that the added rotat...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The eleme...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The eleme...
To date, a large number of finite element methods have been developed to study the dynamics of shell...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
This paper presents the extension of a previously developed formulation for shell elements in order ...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The elemen...
The paper extends recent work of the authors to include transverse shear effects on rotation-free tr...
The paper describes how the finite element method and the finite volume method can be successfully c...
A new triangle shell element is presented. The advantages of this element are threefold: simplicity,...
A methodology for the geometrically nonlinear analysis of orthotropic shells using a rotation-free s...
Key words: shell analysis, rotation-free triangles, finite elements Abstract. The derivation of shel...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
An approach for adding drilling rotations to the constant strain triangle, such that the added rotat...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The eleme...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The eleme...
To date, a large number of finite element methods have been developed to study the dynamics of shell...
A flat triangular element for the nonlinear analysis of thin shells is presented. The formulation re...
This paper presents the extension of a previously developed formulation for shell elements in order ...