Abstract:The present paper addresses developing the Dynamic Stiffness Method (DSM) for natural frequency analysis of functionally graded beam with piezoelectric patch based on the Timoshenko beam theory and power law of material grading. Governing equations and general solution of free vibration are conducted for the beam element with piezoelectric layer that is modelled as a homogeneous Timoshenko beam. The obtained solution allows establishing dynamic stiffness matrix for modal analysis of FGM beam with bonded piezoe… Show more
“…, C 6 } T is vector of arbitrary constants and α j = −k j (ω 2 I 12 + k 2 j B 12 )/(ω 2 I 11 + k 2 j B 11 ), j = 1, 2, 3. For example, using expression (24), a particular solution denoted by z 1 (x, ω) = {U 1 (x, ω) , W 1 (x, ω)} T , satisfying conditions…”
Section: General Solution Of Free Vibration Problemmentioning
confidence: 99%
“…Wang and Quek [23] used the sandwich beam model for modal analysis of a Euler-Bernoulli beam embedded with piezoelectric layers and they found that natural frequency of the sandwich beam is function of stiffness and thickness of the piezoelectric layers. Nguyen Tien Khiem et al [24] investigated effect of piezoelectric patch on natural frequencies of beam made of functionally graded material. Recently, dynamics of cracked structures with piezoelectric patches [25,26] has attracted a special attention of researchers to develop an efficient method for crack identification using piezoelectric material.…”
Piezoelectric material was employed first as sensor/actuator for structural control and then it has got an effective use for structural health monitoring and repairing damaged structures. In this report, modal analysis of cracked beam with piezoelectric layer is carried out to investigate effect of crack and piezoelectric layer thickness on natural frequencies of the structure and output charge generated in the piezoelectric layer by vibration modes. Governing equations of the coupled structure are established using the double beam model and two-spring (translational and rotational) representation of crack and solved to obtain the modal parameters including the output charge associated with natural modes acknowledged as modal piezoelectric charge (MPC). Numerical examples have been examined for validation and illustration of the developed theory.
“…, C 6 } T is vector of arbitrary constants and α j = −k j (ω 2 I 12 + k 2 j B 12 )/(ω 2 I 11 + k 2 j B 11 ), j = 1, 2, 3. For example, using expression (24), a particular solution denoted by z 1 (x, ω) = {U 1 (x, ω) , W 1 (x, ω)} T , satisfying conditions…”
Section: General Solution Of Free Vibration Problemmentioning
confidence: 99%
“…Wang and Quek [23] used the sandwich beam model for modal analysis of a Euler-Bernoulli beam embedded with piezoelectric layers and they found that natural frequency of the sandwich beam is function of stiffness and thickness of the piezoelectric layers. Nguyen Tien Khiem et al [24] investigated effect of piezoelectric patch on natural frequencies of beam made of functionally graded material. Recently, dynamics of cracked structures with piezoelectric patches [25,26] has attracted a special attention of researchers to develop an efficient method for crack identification using piezoelectric material.…”
Piezoelectric material was employed first as sensor/actuator for structural control and then it has got an effective use for structural health monitoring and repairing damaged structures. In this report, modal analysis of cracked beam with piezoelectric layer is carried out to investigate effect of crack and piezoelectric layer thickness on natural frequencies of the structure and output charge generated in the piezoelectric layer by vibration modes. Governing equations of the coupled structure are established using the double beam model and two-spring (translational and rotational) representation of crack and solved to obtain the modal parameters including the output charge associated with natural modes acknowledged as modal piezoelectric charge (MPC). Numerical examples have been examined for validation and illustration of the developed theory.
“…[45]. The established model of crack in FGM has been employed for vibration analysis of cracked functionally graded beams [46][47][48] and the beams with piezoelectric layer [49,50]. Moreover, the obtained general solution for vibration mode of cracked FGM beam allows one to develop the well-known transfer matrix method and dynamic stiffness method for vibration analysis of cracked FGM beam-like structures.…”
This paper presents a unified approach to vibration analysis of functionally graded beams with transverse open-edge cracks based on the so-called vibration shape obtained as a general solution of vibration equations in the frequency domain. The crack is modeled by a pair of translational and rotational springs of stiffness computed from the crack depth in dependence upon functionally graded material parameters. The frequency-dependent vibration shape functions allow one not only to obtain the closed-form solution of both free and forced vibrations for multiple cracked FGM beams but also to develop the well-known methods such as Transfer Matrix Method or Dynamic Stiffness Method for analysis of FGM framed structures. The proposed theoretical developments have been illustrated by their application for modal analysis and frequency response analysis of multi-span and multistep beams.
“…In both the latter works mode shapes of FGM structures are employed for crack identification instead of natural frequencies. Functionally graded beams with piezoelectric layer have been investigated in Khorramabadi and Nezamabadi (2010), Rafiee et al (2013), and Khiem et al (2020). However, studies on vibration of cracked functionally graded beam with piezoelectric layer or crack detection in functionally graded beams using distributed piezoelectric sensor, to the author's knowledge, have not been reported in the literature.…”
The present paper addresses development of a procedure for crack detection in functionally graded Timoshenko beam using a distributed piezoelectric sensor. Crack is represented by a pair of translational and rotational springs of stiffness calculated from its depth. A piezoelectric layer bonded to the beam is employed as a distributed sensor. Adopting the double beam model for the beam with the sensor, governing equations are conducted and utilized for establishing a database to propose a procedure for detecting a single crack in a functionally graded beam using the sensor output charge. The modal sensor charge provides a novel indicator more efficient for crack identification in functionally graded beams than natural frequencies. The effect of measurement noise, sensor thickness, and material parameters on crack identification has been investigated for beams with different boundary conditions.
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