ElasticTubularJoint Element

From OpenSeesWiki
Revision as of 04:55, 22 June 2011 by Fmk (talk | contribs)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigationJump to search




This command is used to construct an ElasticTubularJoint element object, which models joint flexibility of tubular joints in two dimensional analysis of any structure having tubular joints.

element ElasticTubularJoint $Tag $iNode $jNode $Brace_Diameter $Brace_Angle $E $Chord_Diameter $Chord_Thickness $Chord_Angle


$Tag unique element object tag
$iNode first end node- it is always located on the chord axis
$jNode second end node - it is always located on the chord wall
$Brace_Diameter outer diameter of brace
$Brace_Angle angle between brace and chord axis 0 < Brace_Angle < 90
$E Young's Modulus
$ Chord_Diameter outer diameter of chord
$Chord_Thickness thickness of chord
$Chord_Angle angle between chord axis and global x-axis 0 < Chord_Angle < 180


EXAMPLE:

element ElasticTubularJoint 1 1 2 0.25 45 210E+09 0.5 0.016 45 # Tubular joint having tag 1 which interconnects nodes 1 and 2; brace diameter is 25cm; intersection angle is 45 degrees; Young's modulus of the material used is 210e9; outer diameter and thickness of the chord are 50 cm and 1.6 cm respectively; angle between chord axis and global horizontal axis is 45 degrees.


Code Developed by: M. Kia and P. Alanjari, Sharif University of Technology and K. N. Toosi University of Technology, Tehran, Iran.