Rotation‐free triangular plate and shell elements
The paper describes how the finite element method and the finite volume method can be
successfully combined to derive two new families of thin plate and shell triangles with …
successfully combined to derive two new families of thin plate and shell triangles with …
Advances in the formulation of the rotation-free basic shell triangle
A family of rotation-free three node triangular shell elements is presented. The simplest
element of the family is based on an assumed constant curvature field expressed in terms of …
element of the family is based on an assumed constant curvature field expressed in terms of …
Improvements in the membrane behaviour of the three node rotation-free BST shell triangle using an assumed strain approach
In this paper an assumed strain approach is presented in order to improve the membrane
behaviour of a thin shell triangular element. The so called Basic Shell Triangle (BST) has …
behaviour of a thin shell triangular element. The so called Basic Shell Triangle (BST) has …
A basic thin shell triangle with only translational DOFs for large strain plasticity
SUMMARY A simple finite element triangle for thin shell analysis is presented. It has only
nine translational degrees of freedom and is based on a total Lagrangian formulation. Large …
nine translational degrees of freedom and is based on a total Lagrangian formulation. Large …
A rotation‐free shell triangle for the analysis of kinked and branching shells
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 …
elements to the analysis of kinked and branching surfaces. The computation of the curvature …
Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle
The paper describes the application of the simple rotation‐free basic shell triangle (BST) to
the non‐linear analysis of shell structures using an explicit dynamic formulation. The …
the non‐linear analysis of shell structures using an explicit dynamic formulation. The …
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells
In this paper a finite element for the non-linear analysis of two-dimensional beams and
axisymmetric shells is presented. The element uses classical thin shell assumptions (no …
axisymmetric shells is presented. The element uses classical thin shell assumptions (no …
Extended rotation-free shell triangles with transverse shear deformation effects
The paper extends recent work of the authors to include transverse shear effects on rotation-
free triangular element for plates (Oñate and Zárate in Int J Numer Methods Eng 83 (2): 196 …
free triangular element for plates (Oñate and Zárate in Int J Numer Methods Eng 83 (2): 196 …
Analysis of orthotropic behavior in convected coordinate frames
PY Manach, G Rio - Computational Mechanics, 1999 - Springer
The aim of this contribution is to present a theoretical and numerical model applicable to
large strain analysis of orthotropic bodies. This three-dimensional constitutive law which …
large strain analysis of orthotropic bodies. This three-dimensional constitutive law which …
Extended rotation‐free plate and beam elements with shear deformation effects
This paper describes a methodology for extending rotation‐free plate and beam elements to
accounting for transverse shear deformation effects. The ingredients for the element …
accounting for transverse shear deformation effects. The ingredients for the element …