Home / Examples / Piezoelectric Analysis [Rayleigh] / Example 19: Tensile Force and Resonant Frequency (Harmonic Analysis)

Example 19: Tensile Force and Resonant Frequency (Harmonic Analysis)

 

General

 

 

Analysis Space (Common to Analyses 1 and 2)

Item

Settings

Analysis Space

3D

Model Unit

mm

 

Analysis Conditions (Analysis 1)

Item

Settings

Solver

Piezoelectric Analysis [Rayleigh]

Analysis Type

Static Analysis

Options

N/A

 

 

Graphical Objects (Analysis 1)

Two reversely polarized piezoelectric bars are stuck together. The ends are set with the [Pressure] boundary condition.
The top and bottom faces are set with the [Electric Potential Specified] Boundary condition.

 

 

Body Attributes and Material properties Setting (Common to Analyses 1 and 2)

Body Number/Type

Body Attribute Name

Material Name

0/Solid

upper

000_P-4 *

1/Solid

lower

000_P-4 *

(*) Available from the material DB

 

The polarizations are set as follows.

Body Attribute Name

Tab

Settings

upper

Direction

Specified by: Vector

Vector: X=Y=0.0, Z=1.0

lower

Direction

Specified by: Vector

Vector: X=Y=0.0, Z=-1.0

Boundary Conditions (Analysis 1)

Boundary Condition Name/Topology

Tab

Boundary Condition Type

Settings

earth/Face

Electric

Electric Wall

Electric Potential Specified: Electric Potential 0 [V]

hot/Face

Electric

Electric Wall

Electric Potential Specified: Electric Potential 10 [V]

f_left/Face

Mechanical

Pressure

-1X109 [Pa]

f_right/Face

Mechanical

Pressure

-1X109 [Pa]

Results (Analysis 1)

The bar is pulled at both ends. The vector diagram of the displacement is shown below.

 

 

Analysis Conditions (Analysis 2)

Item

Settings

Solver

Piezoelectric Analysis [Rayleigh]

Analysis Type

Harmonic Analysis

Options

Analysis with the initial stress taken into account

Select Initial Stress

Select Specify Analysis Model

 

The harmonic analysis tab is set up as follows.

Tab

Setting Item

Settings

Harmonic Analysis

Sweep Values

Minimum: 35 [kHz]

Maximum: 50 [kHz]

Sweep Type

Select [Linear Step by Division Number].

Division: 50

Frequency Sweep

Discrete Sweep

 

Results Import Tab is set as follows.

Tab

Setting Item

Settings

Results Import

Specify Result

For analysis model, select
”Analysis 1_Static load”.

Graphical Objects (Analysis 2)

The analysis model is the same as Analysis 1 (Static Analysis) except that both ends are fixed in Analysis 2.

 

 

 

 

 

Body Attributes and Material Properties Setting (Analysis 2)

Same as Analysis 1.

Boundary Conditions (Analysis 2)

Boundary Condition Name/Topology

Tab

Boundary Condition Type

Setting

FIX/Face

Mechanical

Displacement

Select all UX/UY/UZ components.

X=Y=Z=0.0 [mm]

 

earth/Face

Electric

Electric Wall

Electric Potential Specified: Electric Potential 0 [V]

hot/Face

Electric

Electric Wall

Electric Potential Specified: Electric Potential 10 [V]

 

Results (Analysis 2)

 

The frequency response of displacement is solved by the analyses with and without the static load.

 

With Static Load/44.9 kHz Z Displacement/Absolute

 

 

 

The contour above shows the displacement component Z absolute at the coordinates (5,1,0) near the resonant point in the analysis with static load.

 

 

The peak shifts to the higher frequency due to the tensile force. This is the same effect as in the example 13 where it shifts from 4070 [Hz] to 4481 [Hz].

 

Note: The results of this example are obtained using Femtet2022.0.1.86015 (64 bit).

Displacement in the contour above and peak height in the graph (frequency characteristics of displacement-Z component) tend to be affected by meshes.

Please be aware that depending on the version of Femtet, the displacement may be affected significantly.

The peak frequency will remain at similar values.