Equivalent Damping Constant for Massless Bar

In summary, a massless bar of length 1 m is being pivoted at one end and subjected to a force F at the other end. Two translational dampers with damping constants c1 = 10 N*s/m and c2 = 15 N*s/m are connected to the bar. To find the equivalent damping constant, the torque applied at three points along the bar (x1+0.25m, x2+0.75m, and x3+1m) must be considered, taking into account the linear velocity in the damper and the angular velocity of the rotating bar. The small angle approximation for the sin term can be used, assuming the dampers are aligned with the bar.
  • #1
Dustinsfl
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A massless bar of length \(1\) m is pivoted at one end and subjected to a force \(F\) at the other end. Two translational dampers, with damping constants \(c_1 = 10 \ N\cdot s/m\) and \(c_2 = 15 \ N\cdot s/m\) are connected to the bar as shown in figure 1.109. Determine the equivalent damping constant, \(c_{eq}\), of the system so that the force \(F\) at point \(A\) can be expressed as \(F = c_{eq}v\), where \(v\) is the linear velocity of point \(A\).

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What I have is \(F_{d1} = c_1\dot{x} = -r_1c_1\sin(\theta)\dot{\theta}\) and \(F_{d2} = c_2\dot{x} = -r_2c_1\sin(\theta)\dot{\theta}\) where \(r_2 = r_1\frac{x_2}{x_1}\).

\(F_d = c_{eq}\dot{x} = -rc_{eq}\sin(\theta)\dot{\theta}\) so \(c_{eq} = c_1 + \frac{x_2}{x_1}c_2\).

Is this correct?
 
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  • #2
Nope, I don't think so. You aren't really clear on your definitions of locations and such, but I think I can follow it. Anyway, your solution doesn't take into account how long the bar is. There are three important values of x.
## x_1+0.25m ##, ## x_2+0.75m ##, and ## x_3+1m ##, they all affect the solution.

Try again and think about the torque applied at each of those three position versus the velocity. The linear velocity in the damper is related to the angular velocity of the rotating bar. Each of those three points will have the same angular velocity. Use the small angle approximation for the sin term. This is equivalent to assuming the dampers are well aligned with the bar (perpendicular to it).
 

FAQ: Equivalent Damping Constant for Massless Bar

What is the concept of Equivalent Damping Constant for Massless Bar?

The Equivalent Damping Constant for Massless Bar is a measure of the energy dissipation in a massless bar subjected to oscillatory motion. It is used to analyze the dynamic behavior of structures and systems that involve massless bars, such as trusses and bridges.

How is the Equivalent Damping Constant for Massless Bar calculated?

The Equivalent Damping Constant for Massless Bar is calculated using the ratio of the energy dissipated per cycle to the maximum potential energy stored in the system. It is represented by the symbol ξ and is typically expressed as a decimal or percentage.

What factors affect the Equivalent Damping Constant for Massless Bar?

The Equivalent Damping Constant for Massless Bar is influenced by the damping properties of the material used for the bar, the geometry and length of the bar, and the support conditions at its ends. The level of external forces acting on the bar can also affect its equivalent damping constant.

What is the significance of the Equivalent Damping Constant for Massless Bar?

The Equivalent Damping Constant for Massless Bar is a critical parameter in analyzing the dynamic response of structures and systems that involve massless bars. It helps engineers and scientists understand the behavior of these systems under different loading conditions and ensure their stability and safety.

How does the Equivalent Damping Constant for Massless Bar affect the natural frequency of a system?

The Equivalent Damping Constant for Massless Bar is directly related to the natural frequency of a system. A higher equivalent damping constant results in a lower natural frequency and vice versa. This means that the level of damping in a massless bar can significantly impact the dynamic response of a structure or system.

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