Home / Examples / Coupled Analysis / Piezoelectric-Acoustic Analysis [Rayleigh/Mach] / Example 5: Violin

Example 5: Violin

 


General

Analysis Space

Item

Settings

Analysis Space

3D

Model Unit

m

 

Analysis Condition

The solvers are Rayleigh and Mach.

Item

Settings

Solver

Piezoelectric Analysis [Rayleigh]

Acoustic Analysis [Mach]

Analysis Type

Harmonic Analysis

Variables to Constrain

Electric Potential: Selected

X Displacement: Deselected

Y Displacement: Deselected

Z Displacement: Deselected

  

The harmonic analysis tab is set up as follows.

The sound waves propagate outside the analysis domain. Therefore the default open boundary condition below is applied.

Tab

Setting Item

Settings

Harmonic Analysis

Sweep Values

Single Frequency

196*g+294.7*d+440*a+659.26*e

Open Boundary Tab

Type

Absorbing Boundary

Order of Absorbing Boundary

1st-order

Coordinates of Origin

x = y = z = 0

The variables a, d, e, and g are used to switch the frequencies. In the project file on this page, the settings are e=1 and a=d=g=0. The frequency of 659.26 [Hz] is analyzed.

 

[Reference]

Violin has four strings E, A, D, and G from high to low.

Eigenfrequency of E string: 659.26 [Hz]

Eigenfrequency of A string: 440 [Hz]

Eigenfrequency of D string: 294.7 [Hz]

Eigenfrequency of G string: 196 [Hz]

 

Model

The model consists of the violin and the air. The violin is a piezoelectric analysis domain and the air is an acoustic analysis domain.

 

 

The strings are not created in this model. The driving boundary is directly applied to the bridge.

The driving boundary condition (E_String) is applied to the contact face where the the E string and the bridge are supposed to be in contact on the actual violin.

Body Attributes and Materials

Body Number/Type

Body Attribute Name

Material Name

28,29/Solid

AIR

000_Air(dry) *

0/Solid

Back

Wood

23/Solid

Bridge

Wood

3/Solid

Busbar

Wood

12/Solid

Fingerboard

Wood

1/Solid

Front

Wood

13/Solid

Neck

Wood

14/Solid

Scroll

Wood

11/Solid

Side

Wood

24/Solid

Soundpost

Wood

5,6,7,8,9,10/Solid

Support

Wood

* Available from the material DB

 

Body Attribute

Body Attribute Name

Analysis Domain (Solver)

AIR

Acoustic Analysis (Mach)

Back

Piezoelectric Analysis (Rayleigh)

Bridge

Piezoelectric Analysis (Rayleigh)

Busbar

Piezoelectric Analysis (Rayleigh)

Fingerboard

Piezoelectric Analysis (Rayleigh)

Front

Piezoelectric Analysis (Rayleigh)

Neck

Piezoelectric Analysis (Rayleigh)

Scroll

Piezoelectric Analysis (Rayleigh)

Side

Piezoelectric Analysis (Rayleigh)

Soundpost

Piezoelectric Analysis (Rayleigh)

Support

Piezoelectric Analysis (Rayleigh)

 

Material Property

Material Name

Tab

Settings

Wood

Density

700 [kg/m3]

Piezoelectricity

Material Type: Non-Piezoelectric

Anisotropy: Isotropic

Young's Modulus: 9 [GN/m2]

Poisson's Ratio: 0.3

1/Qm: 0.0

The body specified as “wood” is entirely a piezoelectric analysis domain. The sound speed is not required to set as it is for an acoustic analysis.

Boundary Condition

Bounda ry Condition Name/Topology

Tab

Boundary Condition Types

Setting

A_string/Face

Mechanical

Displacement

UX: vib_a

D_string/Face

Mechanical

Displacement

UX: vib_d

E_string/Face

Mechanical

Displacement

UX: vib_e

Fix/Face

Mechanical

Displacement

UX=0

UY=0

UZ=0

G_string/Face

Mechanical

Displacement

UX: vib_g

Outer

Acoustic

Open

Open

 

The variables used for the boundary condition are as follows.

vib_a=0.1*a

vib_b=0.1*b

vib_e=0.1*e

vib_g=0.1*g

 

where the variables a, b, e, and g are used to specify the frequency. In the project file, since the settings are e=1 and a=b=g=0, the boundary condition E_String only gives vibrations.

 

Results

The results at 659.26 [Hz] are shown below.

The displacement diagram in the piezoelectric analysis is shown.

The color contour shows the absolute value of Z-displacement (Absolute is selected for Phase). The unit is [um].

 

Switching the result field to the acoustic analysis, the sound pressure distribution can be confirmed.