Q: oscillating cantilever

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SUMMARY

The discussion centers on the resonant oscillation of a vertical cantilever immersed in a viscous fluid, specifically analyzing the formula for oscillation frequency derived from Roark's tables: ω=1.732√[(EI*g)/(WL3+0.236(wL4)]. Participants clarify that the presence of 'g' in the numerator is essential for converting weight to mass, despite the cantilever being neutrally buoyant. They emphasize that gravity remains relevant due to the counteracting forces from fluid displacement. For accurate results, they recommend conducting a vibration analysis using first principles if the table conditions do not match the specific scenario.

PREREQUISITES
  • Understanding of cantilever beam theory
  • Familiarity with oscillation frequency calculations
  • Knowledge of fluid mechanics, particularly viscous fluid dynamics
  • Basic principles of vibration analysis
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  • Study the derivation of oscillation frequencies for cantilevers in viscous fluids
  • Learn about the effects of buoyancy on oscillation dynamics
  • Explore vibration analysis techniques for single degree of freedom systems
  • Review Roark's formulas for beams and their application in real-world scenarios
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Mechanical engineers, researchers in fluid dynamics, and students studying vibration analysis will benefit from this discussion, particularly those focusing on cantilever behavior in viscous environments.

Andy Resnick
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I'm having a tough time with a simple problem- the resonant oscillation of a vertical cantilever immersed in a viscous fluid. I have, from Roark's tables, the oscillation frequency for a cantilever with both a concentrated tip load and distributed load:

ω=1.732√[(EI*g)/(WL3+0.236(wL4)]

But I don't understand why (other than dimensional arguments) why there is 'g' in the numerator. For example, why is 'g' still relevant for a vertical cantilever immersed in a neutrally-buoyant viscous fluid (should g -> Δρ g?). The AFM literature (that I've found) for immersed tips isn't particularly informative.

Roark's book doesn't provide any derivation information... any hints/tips/references are gratefully appreciated.
 
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Andy Resnick said:
I'm having a tough time with a simple problem- the resonant oscillation of a vertical cantilever immersed in a viscous fluid. I have, from Roark's tables, the oscillation frequency for a cantilever with both a concentrated tip load and distributed load:

ω=1.732√[(EI*g)/(WL3+0.236(wL4)]

But I don't understand why (other than dimensional arguments) why there is 'g' in the numerator. For example, why is 'g' still relevant for a vertical cantilever immersed in a neutrally-buoyant viscous fluid (should g -> Δρ g?). The AFM literature (that I've found) for immersed tips isn't particularly informative.

Roark's book doesn't provide any derivation information... any hints/tips/references are gratefully appreciated.

Even though the beam may be neutrally buoyant when immersed, that doesn't mean that gravity has been 'shut off'; it just means that the gravitational force acting on a beam element or whatever has an additional counteracting force which develops due to the displacement of the fluid in which the beam is immersed.

If you don't trust the tables, and I'm not saying you should if the conditions of your problem don't match the conditions for which the table was developed, then you'll have to do a vibration analysis from scratch using first principles.
 
For any single degree of freedom system, the square of the natural frequency is
w^2 = k/m
Looking at the equation you gave, there are weights in the denominator, not the required mass value. The g in the numerator converts the weight to the required mass value.
 

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