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Vibration Absorber: Damping Techniques for 2-DOF Systems
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Vibration Absorber: Damping Techniques for 2-DOF Systems
1.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Vibration
Absorber The first passive damping technique we will learn!
2.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik For
a 2-DOF System • For the shown 2-DOF system, the equations of motion may be written as: • Where: fxx KM 2 1 f f f
3.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik For
Harmonic Excitation • We may write the equation for each of the excitation frequency in the form of: • Then we may add both solutions! 0 11 tCosf KM xx tCosf KM 22 0 xx
4.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Consider
the first force • We may write the equation in the form: • And the solution in the form: • Which will give: tCosfKM 1 0 1 xx tCos x x 2 1 x xx 2 2 12 tCos x x
5.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik The
equation of motion becomes • Get x1() and find out when does it equal to zero! 00 0 1 2 1 22 221 2 2 1 2 f x x kk kkk m m
6.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Using
the Dynamic Stiffness Matrix • Writing down the dynamic stiffness matrix: Getting the inverse: 0 1 2 1 22 2 2 2211 2 f x x KmK KKKm 0 1 2 222 2 211 2 211 2 2 222 2 2 1 f KKmKKm KKmK KKm x x
7.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Obtaining
the Solution • Multiply the inverse by the right-hand-side • For the first degree of freedom: 12 122 2 21 2 21212 4 212 1 1 fK fKm KKKmKKmmmx x 0 21 2 21212 4 21 122 2 1 KKKmKKmmm fKm x
8.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Vibration
Absorber • For the first degree of freedom to be stationary, i.e. x1=0 • The excitation frequency have to satisfy: • Note that this frequency is equal to the natural frequency of the auxiliary spring- mass system alone 2 2 m K
9.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Vibration
absorber
10.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Vibration
absorber
11.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Homework
#2 • Repeat the example of this lecture using f2=f3=0 and f1=1 AND f1=f2=0 and f3=1 • Plot the response of each mass for each of the excitation functions • Comment on the results in the lights of your understanding of the concept of vibration absorber
12.
#WikiCourses http://WikiCourses.WikiSpaces.com Vibration Absorber Mohammad Tawfik Homework
#2 (cont’d) • Use modal decomposition (diagonalization) to obtain the same results.
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