# Green Function Methods for Floating Elastic Plates

## Contents

- 1 Introduction
- 2 Equations for a Finite Plate in Frequency Domain
- 3 Transformation using Eigenfunctions for a Uniform Free Beam
- 4 Equation in Terms of the Modes of the Plate
- 5 Solution for the Radiation and Diffracted Potential
- 6 Reflection and Transmission Coefficients
- 7 Matlab Code
- 8 Alternative Solution Method using Green Functions for a Uniform Plate

## Introduction

The problem of a two-dimensional Floating Elastic Plate was solved using a Free-Surface Green Function by Newman 1994 and Meylan and Squire 1994. We describe here both methods (which are closely related). A related paper was given by Hermans 2003 and this was extended to multiple plates in Hermans 2004.

We present here the solution for a floating elastic plate using dry modes. We begin with the equations. The solution can also be found using Eigenfunction Matching for a Finite Floating Elastic Plate using Symmetry.

The simpler problem of dock is treated in Green Function Method for Finite Dock

## Equations for a Finite Plate in Frequency Domain

We consider the problem of small-amplitude waves which are incident on finite floating elastic plate occupying water surface for [math]-L\lt x\lt L[/math]. These equations are derived in Floating Elastic Plate The submergence of the plate is considered negligible. We assume that the problem is invariant in the [math]y[/math] direction. We also assume that the plate edges are free to move at each boundary, although other boundary conditions could easily be considered using the methods of solution presented here. We begin with the Frequency Domain Problem for a semi-infinite Floating Elastic Plates in the non-dimensional form of Tayler 1986 (Dispersion Relation for a Floating Elastic Plate). We also assume that the waves are normally incident (incidence at an angle will be discussed later).

where [math]\alpha = \omega^2[/math], [math]\beta[/math] and [math]\gamma[/math] are the stiffness and mass constant for the plate respectively. The free edge conditions at the edge of the plate imply

## Transformation using Eigenfunctions for a Uniform Free Beam

We can find eigenfunctions which satisfy

[math]\partial_x^4 X_n = \lambda_n^4 X_n \,\,\, -L \leq x \leq L [/math]

plus the edge conditions of zero bending moment and shear stress

This solution is discussed further in Eigenfunctions for a Free Beam.

Using the expression [math]\partial_n \phi =\partial_t w[/math], we can form

[math] \frac{\partial \phi}{\partial z} = -\mathrm{i}\omega \sum_{n=0}^{\infty} \zeta_n X_n [/math]

where [math]\zeta_n \,[/math] are coefficients to be evaluated.

## Equation in Terms of the Modes of the Plate

Under these assumptions, the equations become

We solve for the potential (and displacement) as the sum of the diffracted and radiation potentials in the standard way, as for a rigid body.

We begin with the diffraction potential [math]\phi^{\mathrm{D}}[/math] which satisfies the following equations

[math]\phi^{\mathrm{D}}[/math] satisfies the Sommerfeld Radiation Condition

[math]\phi^{\mathrm{I}}\,[/math] is a plane wave travelling in the [math]x[/math] direction,

where [math]A [/math] is the wave amplitude (in potential) [math]\mathrm{i} k [/math] is the positive imaginary solution of the Dispersion Relation for a Free Surface (note we are assuming that the time dependence is of the form [math]\exp(-\mathrm{i}\omega t) [/math]) and

As the plate is floating on the surface, we can denote it as follows:

where we have set the amplitude to be unity.

We now consider the scattered potentials [math]\phi^{\mathrm{S}}[/math]. The relationship between scattered potentials, diffracted potentials and the incident wave are as follows:

from this, we can construct the following conditions:

We now consider the radiation potentials [math]\phi^{\mathrm{R}}[/math]. We can express the radiation potential as:

which satisfy the following equations

The radiation condition for the radiation potential is

Therefore we find the potential as

so that

If we multiply by [math]X_m[/math] and take an inner product over the plate we obtain

where the functions [math]a_{mn}(\omega)[/math] and [math]b_{mn}(\omega)[/math] are given by

and they are referred to as the added mass and damping coefficients (see Linear Wave-Body Interaction for the equivalent definition for a rigid body). respectively. This equation is solved by truncating the number of modes.

## Solution for the Radiation and Diffracted Potential

We use the Free-Surface Green Function for two-dimensional waves, with singularity at the water surface since we are only interested in its value at [math]z=0[/math] (details about this method can be found in Integral Equation for the Finite Depth Green Function at Surface). Using this we can transform the system of equations to

and

## Reflection and Transmission Coefficients

The Reflection and Transmission Coefficients represent the ratio of the amplitude of the reflected or transmitted wave to the amplitude of the incident wave. Conservation of energy means that [math] |R|^2+|T|^2=1\,[/math].

We can calculate the Reflection and Transmission coefficients by applying Green's theorem to [math]\phi\,[/math] and [math]\phi^{\mathrm{I}}\,[/math] [math]\phi^{\mathrm{I}}\,[/math] is a plane wave travelling in the [math]x[/math] direction,

where [math]A [/math] is the wave amplitude (in potential) [math]\mathrm{i} k [/math] is the positive imaginary solution of the Dispersion Relation for a Free Surface (note we are assuming that the time dependence is of the form [math]\exp(-\mathrm{i}\omega t) [/math]) and

We assume that [math]A=1[/math]. This gives us

This means that (using the far field behaviour of the potential [math]\phi[/math])

For the present case the body is present only on the surface and we therefore have

Therefore

and using a wave incident from the right we obtain

Note that an expression for the integral in the denominator can be found in Eigenfunction Matching for a Semi-Infinite Dock

## Matlab Code

A program to calculate the solution in elastic modes can be found here

### Additional code

This program requires

## Alternative Solution Method using Green Functions for a Uniform Plate

We can also solve the equation by a closely related method which was given in Meylan and Squire 1994. We can transform the equations to

Expanding as before

[math] \partial_z \phi = i\omega \sum \xi_n X_n [/math]

we obtain

This leads to the following equation

[math] \partial_z\phi(x) = \frac{1}{\alpha} \int_{-L}^{L} \frac{X_n(x)X_n(\xi)}{\beta\lambda_n^4 - \gamma\alpha + 1} \phi(\xi)\mathrm{d}\xi [/math]

or

[math] \partial_z\phi(x) = \frac{1}{\alpha} \int_{-L}^{L} g(x,\xi) \phi(\xi)\mathrm{d}\xi [/math]

where

[math] g(x,\xi) = \frac{X_n(x)X_n(\xi)}{\beta\lambda_n^4 - \gamma\alpha + 1} [/math]

which is the Green function for the plate.