Difference between revisions of "Template:Finite floating body on the surface frequency domain"

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We assume that the problem is invariant in the <math>y</math> direction.
 
We assume that the problem is invariant in the <math>y</math> direction.
 
{{general dock type body equations}}
 
{{general dock type body equations}}
where <math>\alpha = \omega^2</math>. The equation under the
+
where <math>\alpha = \omega^2</math>. The equation under the body consists of
 +
the kinematic condition
 +
<center>
 +
<math>
 +
\mathrm{i}\omega w = \partial_z \phi,\,\,\, z=0,\,\,-L\leq x\leq L
 +
</math>
 +
</center>
 +
plus the kinematic condition. The body motion is expanded using the modes for
 +
heave and pitch.
 +
Using the expression <math>\partial_n \phi =\partial_t w</math>, we can form
 +
<center>
 +
<math>
 +
\frac{\partial \phi}{\partial z} = i\omega \sum_{n=0,1} \xi_n X_n(x)
 +
</math>
 +
</center>
 +
where <math>\xi_n \,</math> are coefficients to be evaluated.
 +
The functions <math>X_n(x)</math> are given by
 +
{{rigid modes for an elastic plate}}
 +
Note that this numbering is non-standard for a floating body and comes
 +
from [[Eigenfunctions for a Uniform Free Beam]].

Latest revision as of 01:44, 18 September 2009

We consider the problem of small-amplitude waves which are incident on finite floating body occupying water surface for [math]\displaystyle{ -L\lt x\lt L }[/math]. The submergence of the body is considered negligible. We assume that the problem is invariant in the [math]\displaystyle{ y }[/math] direction.

[math]\displaystyle{ \Delta \phi = 0, \;\;\; -h \lt z \leq 0, }[/math]
[math]\displaystyle{ \partial_z \phi = 0, \;\;\; z = - h, }[/math]
[math]\displaystyle{ \partial_z\phi=\alpha\phi, \,\, z=0,\,x\lt -L,\,\,{\rm or}\,\,x\gt L }[/math]

where [math]\displaystyle{ \alpha = \omega^2 }[/math]. The equation under the body consists of the kinematic condition

[math]\displaystyle{ \mathrm{i}\omega w = \partial_z \phi,\,\,\, z=0,\,\,-L\leq x\leq L }[/math]

plus the kinematic condition. The body motion is expanded using the modes for heave and pitch. Using the expression [math]\displaystyle{ \partial_n \phi =\partial_t w }[/math], we can form

[math]\displaystyle{ \frac{\partial \phi}{\partial z} = i\omega \sum_{n=0,1} \xi_n X_n(x) }[/math]

where [math]\displaystyle{ \xi_n \, }[/math] are coefficients to be evaluated. The functions [math]\displaystyle{ X_n(x) }[/math] are given by

[math]\displaystyle{ X_0 = \frac{1}{\sqrt{2L}} }[/math]

and

[math]\displaystyle{ X_1 = \sqrt{\frac{3}{2L^3}} x }[/math]

Note that this numbering is non-standard for a floating body and comes from Eigenfunctions for a Uniform Free Beam.