3.1.10.5. Elastic Beam Column Element
This command is used to construct an elasticBeamColumn element object. The arguments for the construction of an elastic beam-column element depend on the dimension of the problem, ndm:
For a two-dimensional problem:
- element elasticBeamColumn $eleTag $iNode $jNode $A $E $Iz $transfTag <-release $relcode> <-mass $massDens> <-cMass>
- element elasticBeamColumn $eleTag $iNode $jNode $secTag $transfTag <-release $relcode> <-mass $massDens> <-cMass>
For a three-dimensional problem:
- element elasticBeamColumn $eleTag $iNode $jNode $A $E $G $J $Iy $Iz $transfTag <-releasez $relcode> <-releasey $relcode> <-mass $massDens> <-cMass>
- element elasticBeamColumn $eleTag $iNode $jNode $secTag $transfTag <-releasez $relcode> <-releasey $relcode> <-mass $massDens> <-cMass>
Argument |
Type |
Description |
---|---|---|
$eleTag |
integer |
Unique element object tag |
$iNode $jNode |
integer |
End node tags |
$A |
float |
Cross-sectional area of element |
$E |
float |
Young’s Modulus |
$G |
float |
Shear Modulus |
$J |
float |
Torsional moment of inertia of cross section |
$Iz |
float |
Second moment of area about the local z-axis |
$Iy |
float |
Second moment of area about the local y-axis |
$secTag |
integer |
Identifier for previously-defined section object |
$transfTag |
integer |
Identifier for previously-defined coordinate-transformation object |
$relcode |
integer |
Code for moment releases (0=no release, 1=release at end I, 2=release at end J, 3=release at both ends (optional, default = 0) |
$massDens |
float |
Element mass per unit length (optional: default = 0.0) |
-cMass |
string |
To form consistent mass matrix (optional) |
The valid queries to an elastic beam-column element when creating an ElementRecorder object are ‘force’.
Example
The following example constructs an elastic element with tag 1 between nodes 2 and 4 with an area of 5.5, E of 100.0 and an Iz of 1e6 which uses the geometric transformation object with a tag of 9
Tcl Code
element elasticBeamColumn 1 2 4 5.5 100.0 1e6 9;
Python Code
element('elasticBeamColumn',1,2,4,5.5,100.0, 1.0e6, 9)
Code developed by: fmk