Natural frequency of clamped-hinged column

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Discussion Overview

The discussion revolves around calculating the natural frequency of a column that is clamped at the bottom and hinged at the top, with specific attention to its boundary conditions and material properties. The scope includes theoretical exploration and mathematical reasoning related to oscillation modes and frequency equations.

Discussion Character

  • Exploratory
  • Technical explanation
  • Mathematical reasoning

Main Points Raised

  • One participant describes the column's boundary conditions and requests guidance on calculating its natural frequency.
  • Another participant notes that multiple modes and frequencies of oscillation will exist and inquires about the column's cross-sectional shape.
  • A participant provides a specific equation for natural frequency but expresses confusion regarding the parameter k, which is dependent on boundary conditions and mode shapes.
  • There is a suggestion to investigate relevant texts to find the appropriate equations for the problem.
  • A participant shares a link to a paper that discusses boundary condition fixity, specifically for the clamped-hinged configuration.

Areas of Agreement / Disagreement

Participants generally agree on the complexity of the problem and the need for further investigation into boundary conditions and relevant equations. However, there is no consensus on the specific value of the parameter k for the clamped-hinged column.

Contextual Notes

Participants have noted limitations in the available literature regarding the parameter k and the clarity of units in the equations presented. The discussion does not resolve these issues.

Who May Find This Useful

Individuals interested in structural engineering, vibration analysis, and those dealing with boundary condition effects in oscillatory systems may find this discussion relevant.

dyah09
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Homework Statement
I have a column clamped at the bottom and for the top, I use hinged BC but free at the Y axis. I have the dimension and the material properties. How to calculate its natural frequency?
Relevant Equations
I'm looking for the equation
I have a column clamped at the bottom and for the top, I use hinged BC but free at the Y axis. I have the dimension and the material properties. How to calculate its natural frequency?
 
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Welcome to PF.

There will be several modes and frequencies of oscillation.
Is the column circular, or does it have different second moment of inertia in different directions?
Please attach a diagram showing the freedom-of-movement connection details to your next post.
 
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The cross-section is a rectangle. I tried to write the problem out. Here you go
 

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Now that the problem is better defined, it is a case of finding the equation you seek.
We do not directly answer the question, and cannot learn for you. This question requires that you investigate the sources, to identify the relevant equation.
What texts do you have available for this subject ?
 
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I found many equations in some papers. Mostly it's about the cantilever beam. For example, this equation: fn=k^2/(2*pi()*L^2)*sqrt(EI/m)

I know L is for the length of the beam/column; E is for young's modulus of the material; I is for the moment of inertia of the cross-section; and m is for the mass of the column per unit length. And then there is k, a parameter that depends on the boundary condition (BC) and the mode shapes. The paper doesn't have k value for my problem's BC. That's the problem sir, I don't know where to find the k value for clamped-hinged column or beam

Also, the units in this equation aren't really explained well in the paper. So, I'm a bit confused.
 
Ohh thank you sm sir, i will read it first
 

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