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Beam Longitudinal Vibration Frequency

Calculate beam longitudinal natural vibration frequency for modes 1 to 8.

The longitudinal natural vibration frequency for a beam can be calculated by

`fn = k / (2 L) √(E / ρ) `

where :

fn = natural frequency [Hz]
k = mode factor
L = beam length
E = beam elastic modulus
ρ = beam density

The mode factor k is dependent on the mode number and the beam end type. The longitudinal natural frequency is independent of the cross section profile. The Fix-Fix and Free-Free modes have the same natural frequencies, but different mode shapes.

Use the Result Table and Result Plot options to display tables and plots. Refer to the help pages for more details about the tools.

References :

Shock And Vibration Handbook, Cyril M Harris, McGraw Hill
Roark's Formulas For Stress And Strain, Warren C Young, McGraw Hill

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CALCULATOR : Beam Longitudinal Natural Vibration Frequency (General Beam) [FREE]   ±

Calculate beam damped and undamped longitudinal natural vibration frequency from beam elastic modulus, density and length.

The longitudinal natural frequency is independent of the cross section profile. Select the end type, and vibration mode number (modes 1 to 8). The Fix-Fix and Free-Free modes have the same natural frequencies, but different mode shapes. The damping factor = 0 for undamped vibration, and 1 for critically damped vibration.

Use the Result Table option to display the natural frequency versus either mode number, or end type. Use the Result Plot option to display the natural frequency versus beam length and mode number, or beam length and end type.

Tool Input

  • modptype : Material Property Type
    • Eu : User Defined Elastic Modulus
    • ρpu : User Defined Density
  • endtype : End Type
  • MN : Vibration Mode Number
  • fdtype : Damping Factor Type (0 = Undamped 1 = Critical Damping)
    • fdu : User Defined Damping Factor (0 ≤ fd ≤ 1)
  • L : Length

Tool Output

  • ρ : Density
  • E : Elastic Modulus
  • fd : Damping Factor
  • fn : Natural Frequency
  • k : Natural Frequency K Factor