Find Node Points on a Beam: Analytical Solution

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SUMMARY

The discussion focuses on finding node points (zero displacement) for a clamped-pinned and clamped-spring beam, specifically for the first three natural frequencies. The governing equation is given as φ''(x) - ωφ(x) = F, with the general solution φ(x) expressed in terms of hyperbolic and trigonometric functions. The user seeks an analytical method to determine the zeros of this non-linear solution, expressing concerns about the limitations of Newton's method due to a small radius of convergence. The conclusion indicates that an analytic solution may only be feasible when specific constants (A and D) are set to zero.

PREREQUISITES
  • Understanding of beam theory and boundary conditions
  • Familiarity with differential equations and their solutions
  • Knowledge of hyperbolic and trigonometric functions
  • Experience with numerical methods, particularly Newton's method
NEXT STEPS
  • Study the application of boundary conditions in beam theory
  • Learn about numerical methods for solving non-linear equations
  • Explore analytical techniques for finding zeros of functions
  • Investigate the implications of setting constants A and D to zero in beam equations
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Mechanical engineers, structural analysts, and students studying vibration analysis or beam theory will benefit from this discussion, particularly those focused on analytical and numerical methods for solving differential equations related to beam dynamics.

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Homework Statement



Find the node points (zero displacement) for a clamped-pinned and clamped-spring beam.
I am trying to figure out how to find these points on a beam of length L (constant E*I,m) for the first 3 natural frequencies.

Homework Equations


The Attempt at a Solution



[tex]\upsilon(x,t) = \sum \phi(x)*\zeta(t)[/tex]
ODE:
[tex]\phi''(x) - \omega\phi(x) = F[/tex]

General solution:
[tex]\phi(x) = A*sinh(\alpha*x) + B*cos(\alpha*x) - C*sin(\alpha*x) - D*cosh*(\alpha*x)[/tex]

A,B,C,D to be found using boundary conditions (in this case clamped-pinned):
[tex]\phi(0)=0[/tex]
[tex]\phi'(0)=0[/tex]
[tex]\phi(L)=0[/tex]
[tex]\phi''(L)=0[/tex]My question is: the mode shape can be found by solving for the constants, etc. But how can you analytically find the zeros for this? The solution is non-linear. Is there another method I can use to find the node points?
 
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One thought I had was to use Newton's method but I've tried this and the radius of convergence seems to be too small for many of my cases.
 
Unless A=D=0, I'm pretty sure you need to solve numerically.
An analytic solution would be possible when A=D=0, since it's just trig terms then.
 

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