Bidirectional Section: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
(Created page with '{{CommandManualMenu}} This command allows the user to construct a Bidirectional section, which is a stress-resultant plasticity model of two coupled forces. The yield surface i...')
 
mNo edit summary
Line 4: Line 4:


{| style="background:yellow; color:black; width:800px"  
{| style="background:yellow; color:black; width:800px"  
| '''section Bidirectional $secTag $E $Fy $Hiso $Hkin>'''
| '''section Bidirectional $secTag $E $Fy $Hiso $Hkin'''
|}
|}



Revision as of 21:26, 14 September 2012




This command allows the user to construct a Bidirectional section, which is a stress-resultant plasticity model of two coupled forces. The yield surface is circular and there is combined isotropic and kinematic hardening.

section Bidirectional $secTag $E $Fy $Hiso $Hkin


$secTag unique section tag
$E elastic modulus
$Fy yield force
$Hiso isotropic hardening modulus
$Hkin kinematic hardening modulus

NOTES:

  • The bidirectional section is a suitable base isolator model and should be used in conjunction with a ZeroLengthSection element to this end.
  • The implementation is a generalization of the uniaxial return map algorithm for rate independent plasticity (page 45, Simo and Hughes, 1998)

Code Developed by: Michael H. Scott, Oregon State University