sodf vibrations review

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  • 7/29/2019 SODF Vibrations Review

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    MECH 515 Midterm Review

    Discrete systems: systems composed of an assembly of multiple parts, in which thesystems response is dependent on the combination of each individual components

    behavior.

    Componentso Springs

    Proportional to displacement(linear range) store/release potentialenergy.

    Assumed massless Spring force is conservative: independent of path Predicted behavior

    o Viscous Damper Proportional to velocity (linear range) dissipate energy, Assumed massless Damper force is non-conservative

    o Masses Proportional to acceleration store/release kinetic energy

    1st Order Systems: no mass, so 2nd Order Systems: Equilibrium: point where the net forces equal zero. Stability

    Asymptotically Stable Stable Unstable

    Natural Frequency: frequency at which the system will resonate under free vibration.

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    Damped 2nd Order Systemso Overdamped ( : two

    different real roots, takes longer

    to converge than critically

    damped without oscillating.

    o Critically damped ( : theimaginary part goes to 0, so there

    is a double real root. Converges

    to zero as fast as possible without oscillating.

    o Underdamped ( 1): complex roots, oscillates at the damped naturalfrequency (), takes longer to converge.

    Harmonic Excitationo Excitation frequency: frequency at which the force is exiting the systemo Frequency response (): measure of the system response to a harmonic

    excitation of frequency (); usually complex.

    o Magnification factor (||): the amplitude of forced vibration motion withrespect to the magnification of the static deflection as a function of the frequency

    ratio (/ )

    o Resonance condition: violent vibration when the excitation frequency equals tothe natural frequency ( )

    o Harmonic balance: balances the response to ensure is steady state, by equatingeach coefficient creating 2 equations, which have to be satisfied.

    Periodic Excitationo Periodic functions can be expressed as linear combinations of harmonic functions

    by Fourier series.

    o Superposition can be used to combine individual responses for each individualexcitation.

    o The series can be either in exponential (complex form) or trigonometric (realform) functions.

    o Fundam. frequency ( ): called 1st harmonic, wh. is the p harmonic.o For periodic function even with time, the Fourier series reduces to a cosine terms.o For periodic function oddwith time, the Fourier series reduces to asine terms.o Frequency ratio: determines the systems performance