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Dynamics and Acoustics Assignment Help

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Dynamics and Acoustics Assignment Help

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Problems Problem 1 Earl G. Williams Problem 2.3 Problem 2 Consider a 2-D water halfspace with sound speed c m/s and density ρ kg/m3 and a lower halfspace that consists of a massless plate covering the entire z = 0 axis and resting on an elastic foundation. The elastic foundation has a static stiffness of K N/m3 , such that

Where: P(x): Pressure along plate surface w(x): Vertical Displacement along plate surface

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A plane harmonic acoustic wave of frequency ω at an angle θ is incident on the plate surface from the water halfspace as illustrated in the diagram above with pressure amplitude of Ai. The reflected wave has amplitude of Ao. (a) Derive an expression for Ao in terms of Ai, θ, ω, c, K and ρ. (b) Investigate asymptotic behavior of the expression derived in (a) as the following approaches limits: i. Stiffness of the elastic foundation, K ii. Frequency of wave, ω Discuss the physical meaning of any asymptote that arises.

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Solutions Solution 1 (a) Using equation (2.99) of text and substituting w for surface velocity,

Substituting

(b) Using equation (2.86), directivity function,

(c) Equation (2) can be rearranged in the normalized form,

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The normalized expression, log 20 [ ], is plotted against kxLx and kyLx values 10 . w L 2 o x for the range from -40 to 40 on the plot as shown in Fig. 1. A cutoff level of -40dB was applied to the plot.

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For a normalized frequency of kLx = 30, a circle with radius of 30 is drawn on the plot. The directivity function can be sketched out using Ewald sphere construction with a hemisphere on a 3-D plot of the contour plot as shown on Fig. 2 and the circle as equatorial base. Note that Fig.2 is drawn on a linear scale.

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In the x-direction, the number of lobes with level more than -40dB is less as the directivity function contracts towards center since the plate is longer in that dimension and the sinc function decays more rapidly with angle θ. On the other hand, in the y-direction, the lobes decay less rapidly. 2 plots are shown in Fig.3. Fig.3(a) shows the polar plot of the directivity pattern in the x-direction (i.e. φ = 0o ) reference to 40dB for –π/2≤θ≤ π/2. w L 2 o x . W Fig.3(b) shows the polar plot of the directivity pattern direction (i.e. φ = 90o ) reference to 40dB –π/2≤θ≤ π/2.

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in the yw L 2 o x


(a) solidworksassignmenthelp.com


(b)

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Fig.3. Polar plot of the directivity pattern

reference to 40dB (cutoff at 0dB)

for –π/2≤θ≤ π/2 in the (a) x-direction (i.e. φ = 0o ) (b) y-direction (i.e. φ = 90o )

Solution 2 (a) Total field in the water halfspace, ψ is given by

Thus, total pressure, Po at z = 0 is

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Total displacement, wo at z = 0 is

Using boundary condition, P o wK

The reflection coefficient at the interface, R is thus given by

(b) As stiffness of the elastic foundation, K Æ 0 (i.e. an infinitely flexible foundation), RÆ-1 . This is similar to the R over a pressure release boundary with a lower vacuum halfspace. On the other hand, as stiffness of the elastic foundation, K Æ ∞ (i.e. an infinitely stiff foundation), RÆ1 . This is similar to the R over a rigid boundary with a solid lower halfspace.

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As frequency of wave, ω Æ ∞, RÆ-1 . This is similar to the R over a pressure release boundary with a lower vacuum halfspace. This is analogous to vibration at high frequency where the inertia term dominates over stiffness. In the context of this question, the plate is massless but the water has a density of ρ.

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