Given the the mass-spring-damper system in Figure 3.10, assume that the contact forces are viscous friction. 1. State the number of degrees of freedom in the system.
2. Derive the equations of motion and state them in matrix notation. 3. If f(t) = a (a constant), what is the long term state of the system? 4. If the forcing is f(t) = A sin(ωt), and the system parameters are given in Table 3.1, simulate the response from rest. Plot all the positions on the same graph, and the velocities on another. After the initial transient, what is the steady-state average position? Discuss why the steady-state average is not zero
Given the the mass-spring-damper system in Figure 3.10, assume that the contact forces are viscous friction....
In this spring-mass-damper example, we model the wall friction as a viscous damper, that is, the friction force is linearly proportional to the velocity of the mass. In reality the friction force may behave in a more complicated fashion. For example, the wall friction may behave as a Coulomb damper. Coulomb friction also known as dry friction, is a nonlinear function of the mass velocity and possesses discontinuity around zero velocity. For a well-lubricated, sliding surface, the viscous friction is...
Consider a single degree of freedom (SDOF) with mass-spring-damper system subjected to harmonic excitation having the following characteristics: Mass, m = 850 kg; stiffness, k = 80 kN/m; damping constant, c = 2000 N.s/m, forcing function amplitude, f0 = 5 N; forcing frequency, ωt = 30 rad/s. (a) Calculate the steady-state response of the system and state whether the system is underdamped, critically damped, or overdamped. (b) What happen to the steady-state response when the damping is increased to 18000 N.s/m? (Hint: Determine...
Question8 n the spring-mass-damper system in Figure 8, the force F, is applied to the mass and its displacement is measured via r(t), whilst k and c are the spring and damper constants, respectively x(t) Figure 8: A spring-mass-damper system. a) Obtain the differential equation that relates the input force F, to the measured dis- (6 marks) placement x(t) for the system in Figure 8. b) Draw the block diagram representation of the system in Figure 8. c) Based on...
1. There is a mass-spring-damper system as shown in Fig. 1 (a) Find the total response(x(t)). In addition, find the transient response and the steady state response in the total response. Assuming, the initial values are zero. (b) Draw the total response using MATLAB or Excel. 2 Ao Fig. 1 1. There is a mass-spring-damper system as shown in Fig. 1 (a) Find the total response(x(t)). In addition, find the transient response and the steady state response in the total...
Please show work 3. Given a mass-spring-damper system, the 2kg mass is connected to two linear springs with stiffness coefficients ki- 100 N/m and ki 150 N/m and a viscous damper with b 50 Ns/m. A constant force of SN is applied as shown. The effect of friction is negligible. ki m b 3.1 [2pts] Determine the equivalent stiffness of the springs. 3.2 [3pts] Draw the free-body diagram of the system. Define the generalized coordinate and label your forces and...
Consider the mass-spring-damper system depicted in the figure below, where the input of the system is the applied force F(t) and the output of the system is xít) that is the displacement of the mass according to the coordinate system defined in that figure. Assume that force F(t) is applied for t> 0 and the system is in static equilibrium before t=0 and z(t) is measured from the static equilibrium. b m F Also, the mass of the block, the...
5. Consider the periodie function of period T given by f(t) = (a) Sketch fo). (b) Expand ft) in a Fourier series in the fornm 2rpt @pcos! ㅡ ㅡ l+, bnsin 2mpt p=1 (c) Derive the expression of the steady state response x() of a single degree-of-freedom (DOF) mass-spring-damper system subject to the excitation f(o). 5. Consider the periodie function of period T given by f(t) = (a) Sketch fo). (b) Expand ft) in a Fourier series in the fornm...
API A spring-mass-damper system is shown in Figure API (a). The Bode diagram obtained by experimental means using a sinusoidal forcing function is shown in Figure AP1(b). Determine the numerical values of m, b, and k -10 -20 5 -30 -40 -50 spring, k r(0) Mass, -90° Damper, b -180° 0.01 0.1 10 100 w (rad/s) FIGURE AP1 A spring-mass- damper system.
On a ECP Rectilinear Plant (1 DOF system) mass-spring-damper system, I am given the transfer function as: 1/(M*s^2 + B*s + K). With values mass M = 0.67538 kg, friction coefficient B = 1.8951 Ns/M, spring constant K = 322.278 N/M, and Damping coefficient d=2.54821 Ns/m. I know the Open loop system model is: (1/(0.6738s^2 + 1.89515s + 322.278)) = (1.481/(s^2+2.806s+4.772)) Implement a simple controller using only one mass (+spring + damper) so the control is critically damped
On a ECP Rectilinear Plant (1 DOF system) mass-spring-damper system, I am given the transfer function as: 1/(M*s^2 + B*s + K). With values mass M = 0.67538 kg, friction coefficient B = 1.8951 Ns/M, spring constant K = 322.278 N/M, and Damping coefficient d=2.54821 Ns/m. I know the Open loop system model is: (1/(0.6738s^2 + 1.89515s + 322.278)) = (1.481/(s^2+2.806s+4.772)) Implement a simple controller using only one mass (+spring + damper) so the control is critically damped