Maxwell Material: Difference between revisions
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|The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figure 2 for the following set of parameters: K=500.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30. | |The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figure 2 for the following set of parameters: K=500.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30. | ||
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| [[File:Fig1.png|425px|thumb|Figure 1. Viscous Damper with K=150.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30]] | | [[File:Fig1.png|425px|thumb|left|Figure 1. Viscous Damper with K=150.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30]] | ||
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| [[File:Fig2.png|425px|thumb|Figure 2. Viscous Damper with K=500.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30]] | | [[File:Fig2.png|425px|thumb|left|Figure 2. Viscous Damper with K=500.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30]] | ||
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Revision as of 18:56, 15 February 2011
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct a Maxwell material (linear spring and nonlinear dashpot in series). The Maxwell material simulates the hysteretic response of viscous dampers.
uniaxialMaterial Maxwell $matTag $K $C $a $L |
$matTag | integer tag identifying material |
$K | Elastic stiffness of linear spring (to model elastic stiffness of viscous damper) |
$C | Viscous parameter of damper |
$a | Viscous damper exponent |
$L | Viscous damper length |
Examples:
1. Input parameters: |
Assume a viscous damper with axial stiffness K=150.0kN/mm, viscous parameter C = 100.0kN/(mm/s)^0.3, an exponent a=0.3 and length equal to 5000mm. |
The input parameters for the material should be as follows: |
uniaxialMaterial Maxwell 1 150.0 100.0 0.30 5000.0 |
Using these properties a comparison between simulated responses from OpenSees and a MATLAB based program are shown in Figure 1. |
The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figure 2 for the following set of parameters: K=500.0kN/mm, C=100.0kN/(mm/s)^0.3, a=0.30. |
2. Tcl input file for Viscous Damper Calibration: (to be posted) |
3. OpenSees Example of 1-story steel moment frame with a viscous damper: (to be posted) |
References:
[1] | Olsson, A.K., and Austrell, P-E., (2001), "A fitting procedure for viscoelastic-elastoplastic material models," Proceedings of the Second European Conference on Constitutive Models for Rubber, Germany, 2001. |
[2] | Ottosen, N.S., and Ristinmaa, M., (1999). "The mechanics of constitutive modelling, (Numerical and thermodynamical topics)," Lund University,Division of Solid Mechanics, Sweden, 1999. |
Code Developed by : by Dr. Dimitrios G. Lignos (McGill University)