Difference between revisions of "FEA Boundary Conditions"

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=== Selecting Nodes ===
=== Selecting Nodes ===
== Notes ==
# When doing axisymmetric FEA, nodes at r=0 will automatically be set to zero velocity in the r directions. You therefore need not set those conditions.

Revision as of 09:53, 11 September 2013

Nodal and element face boundary conditions in FEA analyses are applied to nodes or elements by using the commands on this page.

Scripted Input Files

In scripted input files, FEA boundary conditions are applied with a series of FixLine commands and FixPoint commands, each of which is available in two versions. The FixLine command can either select nodes and elements along a previously defined path or can select all nodes close to that line:

FixLine (pathid)
  (boundary conditions commands)
EndFixLine
FixLine (x1),(y1),(x2),(y2),<(tolerance)>
  (boundary condition commands)
EndFixLine

The FixPoint command can either select one define keypoint or can select the one node closest to a point:

FixPoint (keyid)
  (boundary conditions commands)
EndFixPoint
FixPoint (x3),(y3)
  (boundary condition commands)
EndFixPoint

In these commands, the arguments are:

  • (pathid) to select a previously defined path by id.
  • (x1,y1) to (x2,y2) define (x,y) coordinates (in mm) for the points at the beginning and end of the line (or (R,Z) coordinates in axisymmetric calculations). All nodes close to that line are selected.
  • (tolerance) is an optional tolerance (in mm). When used it accepts nodes within that distance of the define line; when omitted, tolerance is set to small number bases on mesh dimensions.
  • (keyid) to select a previously defined keypoint by id .
  • (x3,y3) define (x,y) coordinates (in mm) for a single point (or (R,Z) coordinates in axisymmetric calculations). The node closest to that point is selected.

All nodes along the selected path or along the selected line (for FixLine commands) or the single selected node (for FixPoint commands) can be assigned nodal displacement or load conditions, rotated for skewed boundary conditions, or designated for conditional output. In addition, when using FixLine to select a defined path, all element faces along that path can be assigned stresses (note that FixLine that uses a line cannot assign stresses to element faces).

Displacement Conditions

Load Conditions

Stress Conditions

Skewed Conditions

Selecting Nodes

Notes

  1. When doing axisymmetric FEA, nodes at r=0 will automatically be set to zero velocity in the r directions. You therefore need not set those conditions.