4th order linear, with constant piecewise coefficients

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SUMMARY

The discussion focuses on modeling the dynamics of a cantilever with a non-constant linear density profile described by the piecewise function ρ(x). The differential equation governing the system is a fourth-order linear ordinary differential equation (ODE) given by d⁴φ(x)/dx⁴ = φ(x)ρ(x). Participants suggest using Fourier transforms and finite element analysis (FEA) as potential methods for solving the equation, with an emphasis on the feasibility of obtaining a numerical solution through FEA due to the complexity of the problem.

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  • Understanding of fourth-order linear ordinary differential equations (ODEs)
  • Familiarity with Fourier transforms and their applications
  • Knowledge of finite element analysis (FEA) techniques
  • Concept of piecewise functions and their implications in modeling
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Engineers, physicists, and applied mathematicians involved in structural dynamics, particularly those working with cantilever beams and numerical modeling techniques.

sir_manning
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Hi everyone

I'm modeling the dynamics of a cantilever that has a non-constant linear density profile, i.e.

[tex]\rho(x)=\rho_{1} \0 \leq x \leq x_{0}[/tex]
[tex]\rho(x)=\rho_{2} \0 x_{0} \leq x \leq l[/tex]
[tex]\rho(x)=0 \0[/tex] otherwise

My differential equation is:

[tex]\frac{ d^4 \phi(x) } {d x^4} = \phi(x) \rho(x)[/tex]

I'm wondering what tools I should through at this thing. I was thinking Fourier transforms, so I re-wrote [tex]\rho(x)[/tex] as the difference between two box functions. However, when I take the transform I have the convolution of [tex]\Phi(x)[/tex], which is unknown, with some [tex]sinc[/tex] functions.

Could someone point me in the right direction for how to tackle an equation like this?
 
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If you want an analytic solution, you could solve the ODE for the two parts separately, and then equate [itex]\phi[/itex] and the first 3 derivatives to eliminate 4 of the 8 arbitary constants.

A numerical solution might be easier. This sort of thing is trivial to model in finite element analysis.
 

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