The paper describes how finite element method and the finite volume method can be successfully combined to derive two new families of thin plate and shell triangles with translational degrees of freedom as the only nodal variable. The simplest element of the two families based on combining a linear interpolation of displacements with cell centered and cell vertex finite volume schemes are presented in detail. Examples of the good performance of the new rotation-free plate and shell triangles are given
Copyright © 2003 American Society of Civil EngineersA triangular element based on Reissner–Mindlin p...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
The paper describes how the finite element method and the finite volume method can be successfully c...
CIMNE, Technical Report Nº PI-149, Barcelona, SpainThe paper describes how the finite element method...
The paper describes how the nite element method and the nite volume method can be successfully combi...
Key words: shell analysis, rotation-free triangles, finite elements Abstract. The derivation of shel...
The paper extends recent work of the authors to include transverse shear effects on rotation-free tr...
This paper describes a number of triangular and quadrilateral plate and Shell elements derived via R...
A new plate triangle based on Reissner-Mindlin plate theory is proposed. The element has a standard ...
A three-node, curved thin-shell triangular element with simple nodal connections is developed. The d...
A control volume method is presented for predicting the displacement and rotation of thin transverse...
[[abstract]]According to the rigid body rule, for a solid member subjected to rigid body rotations, ...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The elemen...
The purpose of this investigation was to develop an eighteen parameter flat triangular finite elemen...
Copyright © 2003 American Society of Civil EngineersA triangular element based on Reissner–Mindlin p...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
The paper describes how the finite element method and the finite volume method can be successfully c...
CIMNE, Technical Report Nº PI-149, Barcelona, SpainThe paper describes how the finite element method...
The paper describes how the nite element method and the nite volume method can be successfully combi...
Key words: shell analysis, rotation-free triangles, finite elements Abstract. The derivation of shel...
The paper extends recent work of the authors to include transverse shear effects on rotation-free tr...
This paper describes a number of triangular and quadrilateral plate and Shell elements derived via R...
A new plate triangle based on Reissner-Mindlin plate theory is proposed. The element has a standard ...
A three-node, curved thin-shell triangular element with simple nodal connections is developed. The d...
A control volume method is presented for predicting the displacement and rotation of thin transverse...
[[abstract]]According to the rigid body rule, for a solid member subjected to rigid body rotations, ...
An enhanced rotation-free three node triangular shell element (termed EBST) is presented. The elemen...
The purpose of this investigation was to develop an eighteen parameter flat triangular finite elemen...
Copyright © 2003 American Society of Civil EngineersA triangular element based on Reissner–Mindlin p...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...