Lagrange Equations and Vibrations of a Two-Mass System, Assignments of Engineering

The problem statement for determining the differential equations of motion and natural frequencies of a two-mass system using lagrange's equations. The system consists of a uniform bar, two springs, and two masses. The problem includes coordinates, spring constants, masses, and a given force. Students are expected to apply lagrange's equations to derive the equations of motion and find the natural frequencies and modes.

Typology: Assignments

Pre 2010

Uploaded on 08/19/2009

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Lecture 25
Homework
Problem 25.1
The uniform bar has a length L a mass m1 a centroidal moment of inertia JG and is supported by
two springs of stiffness k. The mass m2 is hung from the bar by means of another spring, k2, and
is subjected to the force F(t) as shown.
a) Assuming small angles, and using the coordinates shown below, determine the
differential equations of motion of the system using Lagrange’s equations. Write the
equations in 2nd order matrix form.
b) If k = 1000 N/m, k2 = 1500 N/m, L = 0.5 m, e = 0.1 m, m1 = 0.5 kg, and m2 = 0.4 kg
determine the natural frequencies and natural modes. Report the modes in three different
ways 1) the modes directly from Matlab, 2) the modes normalized so that x2 = 1, and 3)
unit normalized modes, that is, the magnitudes of the eigenvectors are one.
e
k
k
k2
G
θ
x1
x2
F(t)
m2
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Lecture 25 Homework

Problem 25.

The uniform bar has a length L a mass m 1 a centroidal moment of inertia JG and is supported by two springs of stiffness k. The mass m 2 is hung from the bar by means of another spring, k 2 , and is subjected to the force F(t) as shown. a) Assuming small angles, and using the coordinates shown below, determine the differential equations of motion of the system using Lagrange’s equations. Write the equations in 2 nd^ order matrix form. b) If k = 1000 N/m, k 2 = 1500 N/m, L = 0.5 m, e = 0.1 m, m 1 = 0.5 kg, and m 2 = 0.4 kg determine the natural frequencies and natural modes. Report the modes in three different ways 1) the modes directly from Matlab, 2) the modes normalized so that x 2 = 1, and 3) unit normalized modes, that is, the magnitudes of the eigenvectors are one.

e

k k

k

G

θ

x

x

F(t)

m 2

SEP

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