Introduction to Elasticity/Rayleigh-Ritz method

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[edit] The Rayleigh-Ritz Method

The potential energy functional has the form


  \Pi[\mathbf{u}] = \frac{1}{2}\int_{\mathcal B} \boldsymbol{\nabla}\mathbf{u}:(\text{C}:\boldsymbol{\nabla}\mathbf{u})~dV - 
  \int_{\mathcal B} \mathbf{f}\bullet\mathbf{u}~dV - 
  \int_{\partial{\mathcal B}} \widehat{\mathbf{t}}\bullet\mathbf{u}~dV

The standard method of finding an approximate solution to the mixed boundary value problem is to minimize Π over a restricted class of functions (the Rayleigh-Ritz method), by assuming that


  \mathbf{u}_{\text{approx}} = \mathbf{w}_0 + \sum_{n=1}^{N} a_n \mathbf{w}_n

where \mathbf{w}_n are functions that are chosen so that they vanish on \partial{\mathcal B}^{u} and \mathbf{w}_0 is a function that approximates the boundary displacements on \partial{\mathcal B}^{u}. The constants an are then chosen so that they make \Pi[\mathbf{u}_{\text{approx}}] a minimum.


Suppose,


  \Pi[\mathbf{u}_{\text{approx}}] = \Pi_{\text{approx}} = \Pi[a_1,a_2,,a_n]

Then,


  \Pi_{\text{approx}} = A + \frac{1}{2}\sum_{m,n=1}^{N} B_{mn}~a_m~a_n +
    \sum_{n=1}^N D_n~a_n

where,

\begin{align}
  A & = \int_{\mathcal B} U(\mathbf{w}_0)~dV 
      - \int_{\mathcal B} \mathbf{f}\bullet\mathbf{w}_0~dV
      - \int_{\partial{\mathcal B}^{t}} \widehat{\mathbf{t}}\bullet\mathbf{w}_0~dA \\
  B_{mn} & = \int_{\mathcal B} \boldsymbol{\nabla}{\mathbf{w}_m}:(\text{C}:\boldsymbol{\nabla}{\mathbf{w}_n})~dV\\
  D_n & = \int_{\mathcal B} \boldsymbol{\nabla}{\mathbf{w}_0}:(\text{C}:\boldsymbol{\nabla}{\mathbf{w}_n})~dV
      - \int_{\mathcal B} \mathbf{f}\bullet\mathbf{w}_n~dV
      - \int_{\partial{\mathcal B}^{t}} \widehat{\mathbf{t}}\bullet\mathbf{w}_n~dA
\end{align}

To minimize Πapprox we use the relations


  \frac{\partial \Pi}{\partial a_i} = 0 ~~~(i=1,2,,n)

to get a set of N equations which provide us with the values of ai. This is the approach taken for the displacement-based finite element method. If, instead, we choose to start with the complementary energy functional, we arrive at the stress-based finite element method.