HyperWorks Solvers

Finite Elements

Finite Elements

Previous topic Next topic No expanding text in this topic  

Finite Elements

Previous topic Next topic JavaScript is required for expanding text JavaScript is required for the print function  

Definition

Based on mechanics of continuum, a three dimensional solid can be classified in a given category. For a solid with dimensions R, L and t, with t being the thickness, L is the working direction and R is the curvature radius, write:

if L/t > 20 and R/t > 20: Thin shell assumptions are valid (Kirchhoff or Mindlin shell models)
if 10 < L/t < 20 and 10 < R/t < 20: Moderately thick shell (Mindlin model)
if 4 < L/t < 10 and 4 < R/t < 1: Thick shell
if L/t < 4 or R/t < 4: Solids

An adapted finite element mesh is then applied to each case:

Shell theory: 2D mesh of the mid-surface
Thick shell: 3D mesh with constant normal stress assumption
Solids: 3D mesh without constant normal stress assumption

In RADIOSS all of these formulations are available. For a given mesh, several kinds of formulations may be available based on:

the number of integration points
the stress updating method
large or small strain assumption
plasticity options for necking and material law integration
type of element and hourglass formulation