Concrete01 Material With Stuff in the Cracks - OpenSeesWiki

Concrete01 Material With Stuff in the Cracks

From OpenSeesWiki

Jump to: navigation, search




This command is used to construct a modified uniaxial Kent-Scott-Park concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and no tensile strength. The modification is to model the effect of Stuff In The Cracks (SITC). The command is as follows:

uniaxialMaterial Concrete01WithSITC $matTag $fpc $epsc0 $fpcu $epsU <$endStrainSITC>

$matTag integer tag identifying material
$fpc concrete compressive strength at 28 days (compression is negative)*
$epsc0 concrete strain at maximum strength*
$fpcu concrete crushing strength *
$epsU concrete strain at crushing strength*
$endStrainSITC optional, default = 0.03

NOTE:

  • Compressive concrete parameters should be input as negative values.
  • The initial slope for this model is (2*$fpc/$epsc0)



REFERENCES:

J.F. Stanton and H.D. McNiven, "The Development of a Mathematical Model to Predict the Flexural Response of Reinforced Concrete Beams to Cyclic Loads, Using System Identification", EERC Report Number 79/02, January 1979.



Code Developed by: Won Lee, Stanford

Personal tools