Maxwell Material: Difference between revisions
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|The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figures 2 to 5 for the following set of parameters: | |The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figures 2 to 5 for the following set of parameters: | ||
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| [[File:Fig1.png| | | [[File:Fig1.png|425px|thumb|left|Figure 1. Viscous Damper with K=300.0 kN/mm, Cd=73.0kN(s/mm)<sup>0.6</sup>, a=0.60]] [[File:Fig2.png|425px|thumb|right|Figure 2. Viscous Damper with K=300.0 kN/mm, Cd=12.0kN(s/mm)<sup>1.0</sup>, a=1.0]] | ||
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| [[File:Fig1.png|425px|thumb|left|Figure 2. Viscous Damper with K=300.0 kN/mm, Cd=683.0kN(s/mm)<sup>0.1</sup>, a=0.1]] | | [[File:Fig1.png|425px|thumb|left|Figure 2. Viscous Damper with K=300.0 kN/mm, Cd=683.0kN(s/mm)<sup>0.1</sup>, a=0.1]] [[File:Fig2.png|425px|thumb|right|Figure 2. Viscous Damper with K=300.0 kN/mm, Cd=1017.7kN(s/mm)<sup>0.01</sup>, a=0.01]] | ||
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Revision as of 18:14, 21 August 2013
- 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 ViscousDamper material, which represents the Maxwell Model (linear spring and nonlinear dashpot in series). The Maxwell material simulates the hysteretic response of viscous dampers.
uniaxialMaterial ViscousDamper $matTag $K $Cd $alpha |
$matTag | integer tag identifying material |
$K | Elastic stiffness of linear spring (to model the axial flexibility of a viscous damper (brace and damper portion) |
$Cd | Viscous parameter of damper |
$alpha | Viscous damper exponent |
Examples:
1. Input parameters: |
Assume a viscous damper with axial stiffness K=300.0kN/mm, viscous parameter Cd=280.3kN(s/mm)0.3, and exponent a=0.30. |
The input parameters for the material should be as follows: |
uniaxialMaterial ViscousDamper 1 300 280.3 0.30 |
Using these properties, Figure 1 shows the hysteretic response of this damper for sinusoidal displacement increments of 12, 24 and 36mm and a frequency f = 0.5Hz. |
The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figures 2 to 5 for the following set of parameters: |
2. Tcl input file for Viscous Damper Calibration. |
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 : Prof. Kazuhiko Kasai (Tokyo Institute of Technology) and implemented by Sarven Akcelyan & Prof. Dimitrios G. Lignos, (McGill University)