Element.bar2t
From Nemesis
(Difference between revisions)
| Line 5: | Line 5: | ||
element.bar2t(id,dof<sub>1</sub>,dof<sub>2</sub>,mat,sec) | element.bar2t(id,dof<sub>1</sub>,dof<sub>2</sub>,mat,sec) | ||
| − | + | where | |
{| border="2" cellpadding="4" cellspacing="0" style="margin: 1em 1em 1em 0; background: #f9f9f9; border: 1px #aaa solid; border-collapse: collapse; font-size: 95%;" | {| border="2" cellpadding="4" cellspacing="0" style="margin: 1em 1em 1em 0; background: #f9f9f9; border: 1px #aaa solid; border-collapse: collapse; font-size: 95%;" | ||
|- bgcolor="#CCCCCC" align="center" | |- bgcolor="#CCCCCC" align="center" | ||
Latest revision as of 22:12, 24 January 2007
The following article describes the use of the element.bar2t command. This command defines a two-node truss member based on the total Lagrangian formulation.
Contents |
[edit] Syntax
element.bar2t(id,dof1,dof2,mat,sec)
where
| Parameter | description | type | default |
|---|---|---|---|
| id | The elemental id | integer | - |
| dof1-2 | The elemental nodes | integer | - |
| mat | The element material | integer | - |
| sec | The element section | integer | - |
[edit] Examples
element.bar2t(2,1,2,2,3)
[edit] Comments
Nodes, material and section must be already defined.
[edit] See also
- node module.
- material module.
- section module.
- element module.
- User guide.
