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The equation of motion of a spring-mass-damper system, with a hardening-type spring, is given by (in SI units) $$ 100 \ddot{x}+500 \dot{x}+10,000 x+400 x^{3}=0 $$ a. Determine the static equilibrium position of the system. b. Derive the linearized equation of motion for small displacements \((x)\) about the static equilibrium position. c. Find the natural frequency of vibration of the system for small displacements.

Short Answer

Expert verified
The static equilibrium position of the system is \(x = 0\). The linearized equation of motion for small displacements is \(100 \ddot{x}+500 \dot{x}+10,000 x = 0\). The natural frequency of vibration for small displacements is \(10 \, \text{rad/s}\).

Step by step solution

01

Part a: Static equilibrium position

At the static equilibrium position, there is no motion or displacement, so the velocity (\(\dot{x}\)) and acceleration (\(\ddot{x}\)) should be zero. Thus, the equation of motion becomes: $$ 10,000x + 400x^3 = 0 $$ Here, our goal is to find the value of \(x\), which represents the static equilibrium position. We can factor the given equation: $$ x(10,000 + 400x^2) = 0 $$ Now, we can solve for \(x\): 1. If \(x = 0\), the system is in the static equilibrium position. 2. If \(10,000 + 400x^2 = 0\), then \(x^2 = -\frac{10{,}000}{400} = -25\). However, since \(x^2\) cannot be negative, this solution is not physically possible. Thus, the static equilibrium position of the system is \(x = 0\).
02

Part b: Linearized equation of motion

For small displacements about the static equilibrium position, we can approximate the given equation by linearizing the nonlinear part, which is the term involving \(x^3\). For small \(x\), \(x^3\) is very small compared to \(x\), so we can neglect this term and get the linearized equation of motion: $$ 100 \ddot{x}+500 \dot{x}+10,000 x = 0 $$
03

Part c: Natural frequency of vibration

To find the natural frequency of vibration for small displacements, we can rewrite the linearized equation of motion in the standard form: $$ \ddot{x} + 5\dot{x} + 100 x = 0 $$ Here, \(m = 100\), \(c = 500\), and \(k = 10,000\) are the mass, damping, and spring constant, respectively. The undamped natural frequency, \(\omega_n\), is given by: $$ \omega_n = \sqrt{\frac{k}{m}} $$ Now, substitute the given values of \(k\) and \(m\) to find the natural frequency: $$ \omega_n = \sqrt{\frac{10{,}000}{100}} = \sqrt{100} = 10 \, \text{rad/s} $$ Thus, the natural frequency of vibration of the system for small displacements is \(10\, \text{rad/s}\).

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Static Equilibrium Position
In a spring-mass-damper system, the static equilibrium position is where the system is at rest, meaning no movement or external forces at play. Here, both the velocity (\(\dot{x}\) ) and acceleration (\(\ddot{x}\) ) are zero. To find this position, we simplify the equation of motion by eliminating terms that involve velocity and acceleration.

In our system described by the equation \(100 \ddot{x}+500 \dot{x}+10,000 x+400 x^{3}=0\), simplifying it under static conditions yields:
  • \(10,000x + 400x^3 = 0\)
By factoring out \(x\), we have:
  • \(x(10,000 + 400x^2) = 0\)
This equation implies two conditions:
  • First, \(x = 0\), indicating no displacement at equilibrium.
  • Secondly, \(10,000 + 400x^2 = 0\), which isn't possible since \(x^2\) can't be negative.
Hence, the only feasible solution is \(x = 0\), defining the static equilibrium position.

Linearized Equation of Motion
When analyzing a system for small deviations from equilibrium, we use a linearized equation of motion. This approach simplifies the nonlinear characteristics that only slightly affect the system. The original equation \(100 \ddot{x}+500 \dot{x}+10,000 x+400 x^{3}=0\) contains a non-linear term, \(400x^3\), which grows insignificant for small displacements.

Therefore, for tiny deviations, we discard this term to simplify:
  • \(100 \ddot{x}+500 \dot{x}+10,000 x = 0\)
Now, in this linear approximation, we have a clearer understanding of the motion. The linearized model is more manageable and suitable to predict the system's behavior near the equilibrium. It allows us to analyze and understand natural oscillations without computational complications of nonlinear terms.

This simplification is crucial because it lets engineers, scientists, and students predict how the system would behave around equilibrium without getting overly involved with complex mathematics.
Natural Frequency of Vibration
The natural frequency of a system reveals how it vibrates when disturbed from equilibrium without any damping forces considered. This is crucial for understanding the inherent oscillatory characteristics. Using the linearized equation of motion \(100 \ddot{x}+500 \dot{x}+10,000 x = 0\), we can find this natural frequency.

The standard formula for natural frequency \(\omega_n\) in a simple harmonic motion is:
  • \(\omega_n = \sqrt{\frac{k}{m}}\)
Plug in the spring constant \(k = 10,000\) and mass \(m = 100\) into our equation:
  • \(\omega_n = \sqrt{\frac{10,000}{100}} = \sqrt{100} = 10\, \text{rad/s}\)
This gives us the natural frequency as 10 radians per second.

Understanding the natural frequency helps in designing systems that either avoid resonance (where the system vibrates uncontrollably) or utilize resonance constructively, such as in musical instruments. It is a fundamental aspect when considering vibrations in machinery, buildings, and numerous other applications in engineering.

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Most popular questions from this chapter

Using the MATLAB Program2 \(m,\) plot the free-vibration response of a viscously damped system with \(m=4 \mathrm{~kg}, k=2500 \mathrm{~N} / \mathrm{m}, x_{0}=100 \mathrm{~mm}, \dot{x}_{0}=-10 \mathrm{~m} / \mathrm{s}, \Delta t=0.01 \mathrm{~s}, n=50\) for the following values of the damping constant: a. \(c=0\) b. \(c=100 \mathrm{~N}-\mathrm{s} / \mathrm{m}\) c. \(c=200 \mathrm{~N}-\mathrm{s} / \mathrm{m}\) d. \(c=400 \mathrm{~N}-\mathrm{s} / \mathrm{m}\)

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An electromagnet of mass \(1500 \mathrm{~kg}\) is at rest while holding an automobile of mass \(900 \mathrm{~kg}\) in a junkyard. The electric current is turned off, and the automobile is dropped. Assuming that the crane and the supporting cable have an equivalent spring constant of \(1.75 \times 10^{6} \mathrm{~N} / \mathrm{m},\) find the following: (a) the natural frequency of vibration of the electromagnet, (b) the resulting motion of the electromagnet, and (c) the maximum tension developed in the cable during the motion.

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