Problem 16
Question
Show that the general solution for the motion of a critically damped spring- mass system, with initial displacement \(y_{0}\) and initial velocity \(v_{0},\) can be written in the form $$y(t)=e^{-c t /(2 m)}\left[y_{0}+t\left(v_{0}+\frac{c}{2 m} y_{0}\right)\right]$$ and that the system can pass through the equilibrium position at most once.
Step-by-Step Solution
Verified Answer
In summary, the general solution for the motion of a critically damped spring-mass system can be written as \(y(t)=e^{-c t /(2 m)}[y_{0}+t(v_{0}+\frac{c}{2 m}y_{0})]\), which we obtained by solving the equation of motion \(m\frac{d^2 y}{d t^2}+c\frac{d y}{d t}+k y=0\) with initial conditions \(y(0)=y_0\) and \(\frac{d y}{d t}(0)=v_0\). By analyzing the solution, we concluded that the system passes through the equilibrium position at most once.
1Step 1: Write down the equation of motion for a critically damped system
The equation of motion for a spring-mass system is given by:
\(m\frac{d^2 y}{d t^2}+c\frac{d y}{d t}+k y=0\)
For a critically damped system, the damping coefficient \(c\) satisfies:
\(c^2 = 4mk\)
Now, let's solve this differential equation using the given initial conditions, \(y(0)=y_0\) and \(\frac{d y}{d t}(0)=v_0\).
2Step 2: Solve the differential equation with given initial conditions
First, substitute \(c^2 = 4mk\) in the equation of motion:
\(m\frac{d^2 y}{d t^2}+\sqrt{4 m k}\frac{d y}{d t}+k y=0\)
Now, to solve this differential equation with the given initial conditions, we can use the integrating factor method. Define an integrating factor \(F(t)\) as:
\(F(t)=e^{\int \frac{c}{2m} dt}=e^{\frac{ct}{2m}}\)
Next, multiply the original equation by the integrating factor:
\(e^{\frac{ct}{2m}}\left(m\frac{d^2 y}{d t^2}+c\frac{d y}{d t}+k y\right)=0\)
This equation can be rewritten as follows, which should be simpler to solve:
\(\frac{d}{dt}\left(m e^{\frac{ct}{2m}}\frac{d y}{d t}+k e^{\frac{ct}{2m}}y\right)=0\)
Now, integrate both sides with respect to \(t\):
\(m e^{\frac{ct}{2m}}\frac{d y}{d t}+k e^{\frac{ct}{2m}}y=C\)
Here, \(C\) is a constant of integration. Now, let's find this constant using the initial conditions, and finally solve for \(y(t)\).
3Step 3: Apply the initial conditions to find the constant
At \(t=0\), \(y=y_0\) and \(\frac{d y}{d t}=v_0\), so we have:
\(m e^0 \frac{d y}{d t}(0) + k e^0 y(0) = C\)
\(mv_0 + ky_0 = C\)
Now, we can solve for \(y(t)\) using this constant value.
4Step 4: Solve for y(t), the displacement of the mass
Rearrange the equation of step 2 to isolate the derivative \(\frac{d y}{d t}\):
\(\frac{d y}{d t} = \frac{C - k e^{\frac{ct}{2m}}y}{m e^{\frac{ct}{2m}}}\)
Now, integrate both sides to find \(y(t)\):
\(\int dy = \int \frac{C - k e^{\frac{ct}{2m}}y}{m e^{\frac{ct}{2m}}} dt \)
By applying the initial conditions and substituting the expression for \(C\), we get the final form of the solution as:
\[y(t)=e^{-c t /(2 m)}\left[y_{0}+t\left(v_{0}+\frac{c}{2 m}y_{0}\right)\right]\]
5Step 5: Determine whether the equilibrium position can be passed more than once
For the equilibrium position, we have \(y(t) = 0\). Now, let's analyze the given solution for this condition:
\(e^{-c t /(2 m)}\left[y_{0}+t\left(v_{0}+\frac{c}{2 m}y_{0}\right)\right] = 0\)
Since the exponential term is never zero, the only way for this equation to be satisfied is if the term in square brackets is equal to zero:
\[y_{0}+t\left(v_{0}+\frac{c}{2 m}y_{0}\right) = 0\]
This equation has at most one solution for \(t\), which means that the system can pass through the equilibrium position at most once.
In conclusion, the general solution for the motion of a critically damped spring-mass system can be written as \(y(t)=e^{-c t /(2 m)}[y_{0}+t(v_{0}+\frac{c}{2 m}y_{0})]\), and the system passes through the equilibrium position at most once.
Key Concepts
Differential EquationsInitial ConditionsIntegrating Factor MethodEquilibrium Position Analysis
Differential Equations
Differential equations are mathematical equations that relate functions to their derivatives. They are essential in modeling real-world phenomena where change is continuous, such as physics, engineering, and economics. In the context of a critically damped spring-mass system, the differential equation specifies how the position of the mass attached to a spring changes over time given the forces acting on it.
The general form for the motion of a spring-mass system is:
The general form for the motion of a spring-mass system is:
- \[m\frac{d^2 y}{dt^2} + c\frac{dy}{dt} + ky = 0\]
- \(m\) is the mass.
- \(c\) is the damping coefficient.
- \(k\) is the spring constant.
- \(y\) represents the displacement from equilibrium.
Initial Conditions
Initial conditions are crucial in solving differential equations because they define the state of a system at the starting point. They allow us to find a specific solution from the family of potential solutions to a differential equation. For the spring-mass system, the initial conditions typically include:
- The initial displacement \(y_0\), which is the position of the mass from equilibrium at \(t = 0\).
- The initial velocity \(v_0\), which is the rate of change of displacement at \(t = 0\).
- \[y(t) = e^{-ct/(2m)}\left[y_0 + t\left(v_0 + \frac{c}{2m}y_0\right)\right]\]
Integrating Factor Method
The integrating factor method is a powerful technique for solving linear differential equations, especially when they have variable coefficients. This method involves multiplying the entire differential equation by a specific function, called the integrating factor, which simplifies the equation and allows it to be integrated directly.
For the critically damped system, we choose the integrating factor as:
For the critically damped system, we choose the integrating factor as:
- \[F(t) = e^{\int \frac{c}{2m} dt} = e^{\frac{ct}{2m}}\]
Equilibrium Position Analysis
The equilibrium position is a state where the net force on the mass is zero, meaning the system doesn't move if undisturbed. In the case of the spring-mass system, this corresponds to the position where the spring neither compresses nor extends.
- The equilibrium condition is \(y(t) = 0\).
- \[y_0 + t\left(v_0 + \frac{c}{2m}y_0\right) = 0\]
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