Velocity and Pressure Dependent Friction: Difference between revisions

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{{CommandManualMenu}}
{{CommandManualMenu}}


This command is used to construct a VPDependent friction model object.
This command is used to construct a VelPressureDep friction model object.


{|  
{|  
| style="background:yellow; color:black; width:800px" | '''frictionModel VPDependent $frnTag $muSlow $muFast0 $A $deltaMu $alpha $transRate'''
| style="background:yellow; color:black; width:800px" | '''frictionModel VelPressureDep $frnTag $muSlow $muFast0 $A $deltaMu $alpha $transRate'''
|}
|}


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EXAMPLES:
EXAMPLES:


frictionModel VPDependent 1 0.085 0.163 7.0686 0.05 0.08 0.77
frictionModel VelPressureDep 1 0.085 0.163 7.0686 0.05 0.08 0.77





Revision as of 22:21, 31 August 2012




This command is used to construct a VelPressureDep friction model object.

frictionModel VelPressureDep $frnTag $muSlow $muFast0 $A $deltaMu $alpha $transRate

$frnTag unique friction model object tag
$muSlow coefficient of friction at low velocity
$muFast0 initial coefficient of friction at high velocity
$A nominal contact area
$deltaMu pressure parameter calibrated from experimental data
$alpha pressure parameter calibrated from experimental data
$transRate transition rate from low to high velocity


EXAMPLES:

frictionModel VelPressureDep 1 0.085 0.163 7.0686 0.05 0.08 0.77


REFERENCES:

[1] Tsopelas P., and Constantinou M. C. (1996). "Experimental Study of FPS System in Bridge Seismic Isolation." Earthquake Eng. and Structural Dynamics, VOL. 25, 65-78.

[2] Constantinou M. C., Tsopelas P., Kasalanati A., and Wolff E. D. (1999). Property Modification Factors for Seismic Isolation Bearings. Technical Report MCEER-99-0012, University of Buffalo, Buffalo, New York.



Code Developed by: Andreas Schellenberg, University of California, Berkeley.