<?xml version="1.0" encoding='utf-8'?>
<!DOCTYPE wml PUBLIC "-//WAPFORUM//DTD WML 1.1//EN" "http://www.wapforum.org/DTD/wml_1.1.xml">
<wml>
<card id="card1" title="Finite element method - Page 30 - Wikipedia">
<p>
<a accesskey="1" href="page.php?w=Finite_element_method&amp;p=29">1.Previous</a><br />
<a accesskey="3" href="page.php?w=Finite_element_method&amp;p=31">3.Next</a>
</p>
<p><a href="page.php?w=computer">computer</a>.</p>

<p><big>Weak formulation</big></p>
<p>The first step is to convert P1 and P2 into their equivalent <a href="page.php?w=weak_formulation">weak formulation</a>s.</p>

<p><big>The weak form of P1</big></p>
<p>If  solves P1, then for any smooth function  that satisfies the displacement boundary conditions, i.e.  at  and , we have</p>

<p>Conversely, if  with  satisfies (1) for every smooth function  then one may show that this  will solve P1.  The proof is easier for twice continuously differentiable  (<a href="page.php?w=mean_value_theorem">mean value theorem</a>)</p><p>
<a accesskey="1" href="page.php?w=Finite_element_method&amp;p=29">1.Previous</a><br />
<a accesskey="3" href="page.php?w=Finite_element_method&amp;p=31">3.Next</a>
</p>

<do type="prev" label="Search">
        <go href="search.wml"/>
</do>

</card>
</wml>
