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Establishment method of intelligent piezoelectric aggregate mechanical model

A piezoelectric intelligent aggregate and mechanical model technology, which is applied in the measurement, scientific instruments, and analytical materials of piezoelectric devices, etc. Good compression resistance, ensuring service life and maintaining stability

Inactive Publication Date: 2017-02-22
BEIHUA UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] (1) Due to the complex boundary conditions and stress conditions of the PZT sensor, poor interface and acoustic impedance matching with the concrete upper structure, narrow frequency band response, etc., it is difficult to conduct accurate theoretical analysis, which directly affects its test accuracy and effectiveness
At present, there are two connection methods between the piezoelectric sensor and the main structure, which are embedded and pasted. No matter which connection method is used, it is assumed that the force of the PZT sensor is in a linear relationship with the output voltage, and the influence of factors such as the connection adhesive layer is considered. Less, resulting in a certain gap between the analysis results and the actual situation
At the same time, there are few in-depth studies on the combination of PZT sheet and adhesive layer and modeling theory, and the application research of piezoelectric sensors is still mainly based on device development, with many theoretical simulations and little experimental verification.
[0005] (2) In the research based on PZT driver technology, on the one hand, the PZT sheet is combined with the substrate, and the driving force is calculated by using the principle of static balance, assuming that the strain at the contact surface is equal, and considering the PZT under the action of alternating voltage There are relatively few studies on dynamic characteristics; on the other hand, in practical applications, it is difficult to accurately establish the relationship between the input signal of the driver and the driving force generated; in theoretical research, the properties of PZT materials, the bonding layer between PZT and the substrate are not considered. impact on drive
Therefore, the modeling theory and experimental research of sticky and embedded PZT drive technology are not perfect.
[0006] (3) As an embedded piezoelectric ceramic sensor and driver, only by improving its packaging and strengthening its construction protection measures, the effect of improving its service life is very limited
In the long-term continuous monitoring of the structure under load, the signal change caused by the damage of the structure may be overwhelmed by the noise signal
Only relying on occasional single monitoring data cannot fully reflect the health status of the structure, and sometimes even misjudgment occurs, which leads to the contradiction between theoretical methods and practical applications, and hinders structural health monitoring and damage based on piezoelectric smart sensors / actuators. Application of identification methods
[0008] (5) The durability and stability of the traditional monitoring system are not good, and the ability to resist electromagnetic interference is not strong. There is still a lack of theoretical and experimental research on dimensional concrete structures

Method used

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  • Establishment method of intelligent piezoelectric aggregate mechanical model
  • Establishment method of intelligent piezoelectric aggregate mechanical model
  • Establishment method of intelligent piezoelectric aggregate mechanical model

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0094] The surface of the PZT sheet is evenly coated with a waterproof adhesive layer with a thickness of 1mm, and embedded in concrete to make a piezoelectric smart aggregate. When subjected to a force amplitude of 200N and 3000Hz, the voltage output value of the PZT sensor can be obtained as

[0095] u S =0.266V

[0096] The piezoelectric ceramics embedded in concrete under the influence of different adhesive layers, the sensor voltage output curve, such as figure 1 shown.

Embodiment 2

[0098] First, the PZT sensor is pasted on the surface of the aluminum sheet, and then the pasted and embedded PZT sensors are fixed on the fixture, and the sinusoidal load excitation is applied through the MTp driver, so that the sensor receives signals and collects data through a digital oscilloscope. Taking the φ20PZT single chip as an example, the Butterworth bandpass filter is used for data processing. Such as figure 2 and image 3 As shown, it is the signal before filtering and after filtering that the φ20PZT single chip is intercepted under the action of the driving voltage of 2V and the frequency of l00Hz.

[0099] The filtered signal is obviously better than the signal before filtering, and the calculated voltage amplitude before filtering is 0.09634V, the voltage amplitude after filtering is 0.08627V, the minimum amplitude is 0.08465V, the peak-to-peak value is 0.1709V, and the error is

[0100]

[0101] This also proves that the established PZT sensing mechanic...

Embodiment 3

[0103]According to the established PZT driving model, the numerical simulation analysis is carried out on the end displacement-time history curve and the stress-strain constitutive relationship distribution curve under the condition of free vibration of PZT. Among them, the parameters of PZT are shown in the table below.

[0104]

[0105]

[0106] Select the simple harmonic alternating excitation voltage signal frequency f = 1.54Hz

[0107] That is, U=U 0 sin(ωt)=300sin(2π×1.54)t

[0108] Among them, f is the first-order natural frequency of the cantilever beam in the numerical simulation, and the time-history curve of the simulated input electrical signal, as shown in Figure 4 and Figure 5 shown.

[0109] Select the position of the maximum value of the end displacement for analysis, take the time history as Is, draw the end displacement-time history curve, then x=l L The displacement-time history curve of PZT free vibration at / 2, such as Figure 6 As shown, th...

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Abstract

The invention discloses an establishment method of an intelligent piezoelectric aggregate mechanical model. The method comprises the steps that mechanical models and mathematical models of a bonded PZT sensor and an embedded PZT sensor are established through a lumped mass method on the basis of a constitutive relation of a PZT direct piezoelectric effect and a vibration principle of structural dynamics respectively; a bonded PZT driving mechanical model and an embedded PZT driving mechanical model which freely vibrate in the length direction of a monolithic PZT are established through the lumped mass method on the basis of a constitutive relation of a PZT inverse piezoelectric effect and the vibration principle of the structural dynamics. The intelligent piezoelectric aggregate has the good compression resistance, shear resistance and freezing-thawing cycle resistance and can meet the requirements of a concrete structure health monitoring technology and a concrete structure damage identification method, effectively solve the problem that at present, most monitoring technologies and damage identification methods are sensitive to measuring errors and reduce the possibility of damage misjudgment.

Description

technical field [0001] The invention belongs to the field of structural engineering, in particular to a method for establishing a piezoelectric intelligent aggregate mechanical model. Background technique [0002] Research on new theories and methods around intelligent materials and structural systems is an important theoretical basis for promoting structural health monitoring and damage diagnosis, intelligent control systems for structural vibration and disaster response, and intelligent repair systems for structural local damage. The intelligent material and structural system represented by piezoelectric materials has the superior characteristics of sensing, driving and information processing, which has opened up new ways for civil engineering structure health monitoring and damage diagnosis, and has been widely used. [0003] Although the health monitoring and damage identification technology of civil engineering structures based on piezoelectric smart sensors and drivers...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01L1/16G01N33/38
CPCG01L1/16G01N33/383
Inventor 蒙彦宇关海爽齐春玲王淋郑新亮谢毅杨帆于德民高丽
Owner BEIHUA UNIV
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