Reinforcing Steel Material: Difference between revisions
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| style="width:150px;" | '''-MPCurveParams''' || Menegotto and Pinto Curve Parameters see Fig 6b | | style="width:150px;" | '''-MPCurveParams''' || Menegotto and Pinto Curve Parameters see Fig 6b | ||
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| style="width:150px;" | '''$R1''' || (default = 0.333) | | style="width:150px;" | '''$R1''' || (default = 0.333) | ||
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Revision as of 06:37, 7 December 2009
Contact Authors: | Jon Mohle M.S., P.E. |
Sashi Kunnath: http://cee.engr.ucdavis.edu/faculty/kunnath/kunnath.htm |
This command is used to construct a ReinforcingSteel uniaxial material object. This object is intended to be used in a reinforced concrete fiber section as the steel reinforcing material.
uniaxialMaterial ReinforcingSteel $matTag $fy $fu $Es $Esh $esh $eult < -GABuck $lsr $beta $r $gama > < -DMBuck $lsr < $alpha >> < -CMFatigue $Cf $alpha $Cd > < -IsoHard <$a1 <$limit> > > |
$matTag | integer tag identifying material |
$matTag | unique material object integer tag |
$fy | Yield stress in tension (see Figure 1) |
$fu | Ultimate stress in tension |
$Es | Initial elastic tangent |
$Esh | Tangent at initial strain hardening |
$esh | Strain corresponding to initial strain hardening |
$eult | Strain at peak stress |
-GABuck | Buckling Model Based on Gomes and Appleton (1997) |
$lsr Slenderness Ratio (see Figure 2) $beta Amplification factor for the buckled stress strain curve. (see Figure 3) $r Buckling reduction factor
- r can be a real number between [0.0 and 1.0]
- r=1.0 full reduction (no buckling)
- r=0.0 no reduction
- 0.0<r<1.0 linear interpolation between buckled and unbuckled curves
$gamma Buckling constant (see Figures 3 and 4)
-DMBuck | Buckling model based on Dhakal and Maekawa (2002) |
$lsr Slenderness Ratio (see Figure 2) $alpha Adjustment Constant usually between 0.75 and 1.0
- Default: alpha=1.0, this parameter is optional.
-CMFatigue | Coffin-Manson Fatigue and Strength Reduction |
$Cf Coffin-Manson constant C (see Figure 5) $alpha Coffin-Manson constant a (see Figure 5) $Cd Cyclic strength reduction constant (see Figure 6 and Equation 3)
-IsoHard | Isotropic Hardening / Diminishing Yield Plateau |
$a1 Hardening constant (default = 4.3) $limit Limit for the reduction of the yield plateau. % of original plateau length to remain (0.01 < limit < 1.0 )
- Limit =1.0, then no reduction takes place (default =0.01)
-MPCurveParams | Menegotto and Pinto Curve Parameters see Fig 6b |
$R1 (default = 0.333) $R2 (default = 18) $R3 (default = 4)