Topic: Harmonically Excited Vibration
Subject: Mechanical Vibration
Tool: Euler Math Toolbox, QCAD, & Scilab
- Undamped System Under Harmonic Force - Equation of Motion
The undamped system under harmonic force is a dynamic system
subjected to external force or excitation. Consider the harmonic excitations of
the form
\(F(t)\) – excitation of forcing function
\(F_0\) – constant static force
\(\omega\) – excitation angular frequency
\(t\) - time
If the force \(F(t)\) acts on an undamped spring-mass system,
the equation of motion is
or
$$m\,y'' + k\,y = F_0 \cos(\omega t) \tag{3}$$
\(m\) – mass
\(k\) – spring constant
\(y’’\) – acceleration of mass
\(y\) – displacement from rest position
Under a harmonic excitation, the response of the system will
also be harmonic. If the frequency of excitation \(\omega\) coincides with the
natural frequency \(\omega_n\) of the system, the response of the system will be
very large. The condition, \(\omega = \omega_n\), is what we called resonance.
Resonance is to be avoided to prevent system’s failure as in this case
mechanical damage.
\(\omega_n\) – natural angular frequency
- Laplace Transform of Second-Order Linear Differential Equation
Laplace transform is one of the methods to solve for the
response for the undamped system under harmonic force. Consider a general
second-order linear differential equation
Subject to initial conditions
Such differential equations may model the
dynamics of some system for which the variable \(y(t)\) determines the response of
the system to the forcing or excitation term \(u(t)\). The terms system input and
system output are also frequently used for \(u(t)\) and \(y(t)\) respectively.
- Laplace and Inverse Laplace Transform of an Undamped System Under Harmonic Force
Taking the Laplace transform of each term
of Equation (3)
With initial conditions
Leads to
By rearranging and solving for \(Y(s)\) gives
The inverse Laplace transform solves the system output \(y(t)\) for \(\omega > 0\)
The steady-state response \(y(t)\) is
The response of the system can be
identified to be of three types.
Case 1. When \(0 < {\omega}/{\omega_n}
< 1\), the harmonic response of the system \(y(t)\) is said to be lagging the
force.
Case 2. When \({\omega}/{\omega_n} > 1\), the
response of the system to a harmonic force of very high frequency is close to
zero. The response of the system is said to be leading the force.
Case 3. When \({\omega}/{\omega_n} = 1\), the
response is called resonance and the amplitude of \(y(t)\) becomes infinite. This
phenomenon can result on large displacements and stresses.
Consider a sample application illustrated in Figure 1, let
us analyze the response \(y(t)\) in terms of excitation \(F(t)\) based on the Case 1
and 2 responses. Case 3 will not be possible to plot. For this let us assume an
excitation frequency, \(\omega\), of less than and more than the natural frequency, \(\omega_n\).
Figure 1. Application of an Undamped System under Harmonic
Force
Below is the Scilab script for plotting both the system
input and output for the illustrated problem.
- Scilab Script
// Copyright (C) 2025 - Gani Comia // Date of creation: 22 Mar 2025 // Undamped System under Harmonic Force using Laplace Transform clear;clc; // (1) solution y(t) from m y''(t) + k y(t) = F0 cos(wt) function y=position(t) y = -(F0.*cos(omega.*t))./((m.*omega.^2)-k) endfunction // (2) excitation of forcing function function F=force(t) F = F0.*cos(omega.*t) endfunction // (3) primary parameters from m y''(t) + k y(t) = F0 cos(wt) m = 100/9.8; // kg, mass (where W = 100 N) k = 2000; // N/m, spring constant F0 = 25; // N, constant static force // (4) secondary parameters omega_n = sqrt(k./m); // Hz, natural angular frequency mprintf("omega_n (Hz) = %3.1f\n", omega_n) clf; // (5) figure properties fig = gcf() fig.figure_size = [700,800]; // (6) for excitation or forcing function omega = omega_n omega_t = linspace(0,2*%pi,100); t = omega_t./omega; // (6-1) plot of excitation force subplot(3,1,1) F = force(t) plot(t,F,"m-","linewidth",4) title("$\Large\text{Excitation Function}\quad F(t)=F_0\cos(\omega t)$") ylabel("$\Large \mathbf{F(t)}$") xlabel("$\Large \text{time,}\; t$") legend("$\LARGE\omega = \omega_n$",4,with_box=%F) xgrid(3,0) // (6-2) axes properties ax = gca() ax.x_location = 'origin' ax.data_bounds = [0 -30; 0.5 30] // (7) for Case 1. 0 < omega < omega_n omega = 0.95*omega_n omega_t = linspace(0,2*%pi,100); t = omega_t./omega; // (7-1) plot of a sampe case 1 subplot(3,1,2) y = position(t) plot(t,y,"b-","linewidth",4) title("$\Large\text{Displacement at}\quad \mathbf{\omega < \omega_n}$") ylabel("$\Large \mathbf{y(t)}$") xlabel("$\Large \text{time,}\; t$") legend("$\LARGE \omega = \text{0.95} \; \omega_n$",4,with_box=%F) xgrid(3,0) ax = gca() ax.x_location = 'origin' ax.data_bounds = [0 -0.2; 0.5 0.2] // (8) for Case 2. omega > omega_n omega = 1.05*omega_n omega_t = linspace(0,2*%pi,100); t = omega_t./omega; // (8-1) plot of a sampe case 2 subplot(3,1,3) y = position(t) plot(t,y,"r-","linewidth",4) title("$\Large\text{Displacement at}\quad \mathbf{\omega > \omega_n}$") ylabel("$\Large \mathbf{y(t)}$") xlabel("$\Large \text{time,}\; t$") legend("$\LARGE \omega = \text{1.05} \; \omega_n$",1,with_box=%F) xstring(0.31,-0.2,"https://gani-mech-toolbox.blogspot.com") xgrid(3,0) ax = gca() ax.x_location = 'origin' ax.data_bounds = [0 -0.2; 0.5 0.2]
- Scilab Output (Figure 2)
Figure 2. Forcing Function and Responses to Undamped System with Harmonic Excitation
The harmonic steady-state response \(y(t)\) for case 1 is said to be lagging with the forcing function \(F(t)\). As for the
case 2 the response \(y(t)\) is said to be leading with external harmonic force \(F(t)\).
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- Singiresu S. Rao. Mechanical Vibrations. 2nd Ed. Addison-Wesley Publishing Company. 1990.
- G. James, D. Burley, P. Dyke, J. Searl, N. Steele, J. Wright. Advanced Modern Engineering Mathematics. Addison-Wesley Publishing Company, Inc. 1993.