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It is demonstrated by experimental realization that vibration of the CD-ROM drive base can be effectively reduced by activating the proposed piezoelectric shunt circuit. It is experimentally verified that vibration of the HDD system can be effectively reduced by enabling the proposed piezoelectric shunt circuits.

N EW A DVANCES IN D ESIGN AND P REPARATION

OF E LECTRORHEOLOGICAL M ATERIALS

AND D EVICES

Abstract

I Design and Preparation of Electrorheological Materials 1 Introduction

Interestingly, the process of changing the viscosity or liquid-solid state of the ER fluid is reversible as soon as the applied electric field is removed. A popular characterization of the ER effect is to evaluate the rheological response with constant shear under an electric field.

Figure 1 Photographs of chain structure of the ER fluid without electric field (a) and with 0.5 kV/mm electric field (b).
Figure 1 Photographs of chain structure of the ER fluid without electric field (a) and with 0.5 kV/mm electric field (b).

2 ER Mechanisms

Polarization Mechanism

E H , where H0,Hp and Hc are respectively the vacuum dielectric constant and the real dielectric constant for particles and oil phase. The Maxwell–Wagner model is the simplest description of particle polarization, accounting for the bulk conductivity of the particles and fluid, as well as their dielectric constant.

Figure 3 Electrostatic interactions between dipoles under electric field
Figure 3 Electrostatic interactions between dipoles under electric field

Electric Double Layers and Water Bridge Model

When the field is removed, water is withdrawn due to surface tension or dissociative pressure. The water bridging mechanism gives good correspondence with many water-containing ER material systems, in which a reduced ER effect has been found with decreasing water content.

Conduction Model

The ultimate goal of ER mechanisms is to attempt to predict the yield stress and rheological properties of an ER fluid under electric and shear fields. Therefore, current mechanisms still cannot predict yield stress well based on the physical properties of ER suspension components and operating conditions such as field strength, temperature, frequency, etc.

3 Components of Electrorheological Fluids

But the ER effect or shear stress is relatively weak when the particle volume fraction is very low due to the difficulty of forming chain or fibrous structures. Particle shapes also have an influence on the ER effect according to theory and experimental results [28,29].

4 Design and Preparation of ER Materials

ER Materials Based on Molecular and Crystal Structure Design

  • Inorganic ER Materials Aluminosilicates
  • Organic ER Materials Polymeric semiconducting material

The ER effect of a typical Y-doped BaTiO3 ER suspension is ten times greater than that of a pure BaTiO3 ER suspension. The dielectric properties of these host-guest complexes also demonstrated that the properties of the guest can influence the ER effect.

Figure 8. Shear stress of Ce-doped TiO 2 /silcone oil suspension as a function of shear rate under different dc electric field (Ce/Ti=8.5 mol %, T=25 , particle volume fraction = 20%)
Figure 8. Shear stress of Ce-doped TiO 2 /silcone oil suspension as a function of shear rate under different dc electric field (Ce/Ti=8.5 mol %, T=25 , particle volume fraction = 20%)

ER Materials Based on Nanocomposite and Hybrid Design

  • MMT Based Nanocomposite ER Materials
  • Kaolinite Based Nanocomposite ER Materials Polar liquid interacted kaolinite ER material
  • Mesoporous Silica Based Nanocomposite

Recently, Xiang et al [68] designed a new type of montmorillonite ER nanocomposite material coated with TiO2 nanocrystal (MMT/TiO2) that showed high ER effect as well as good temp. Because no ions are introduced into the kaolinite/titanium oxide core/shell material, its current density is very low (5ȝA/cm2 below 4kV/mm) and thus the ER effect is quite low.

Figure 23 the 2D crystal structure of Na +  MMT
Figure 23 the 2D crystal structure of Na + MMT

Molecular-Scale Organic/Inorganic Hybrids

  • Polysaccharide / Titania Hybrid Gel
  • Glycerol/Surfactant/Titania Hybrid Gel

This advantage of glycerol will merit to increase the dielectric properties of titanium gel and avoid the large leakage current density through ER liquid as adsorbed water. Furthermore, glycerol's high boiling point and low volatility may merit the temperature stability of ER fluid at high temperature.

Figure 40 The shear stress and leaking current density of modified CMS/TiO 2  hybrid ERF as a function of electric field
Figure 40 The shear stress and leaking current density of modified CMS/TiO 2 hybrid ERF as a function of electric field

II Design and Manufacturing of Electrorheological Devices 1 Electrorheological Self-Coupled Dampers

  • Introduction
  • Working Principle of Self-Coupled ER Dampers
  • The First Generation Product: Adaptive ER-piezoceramic Damper
    • Spring-Direct-Pressing Type Damper [101]
    • Wedge-Push Type Damper [102]
    • Vibration Suppression Properties
  • The Second Generation Product: Self-Coupled ER Damper
    • Configuration of the Self-Coupled ER Damper [106]
    • Vibration Properties of Dampers [107]
    • Theoretical Model for the Self-Coupled ER Damper [107]

This is probably caused by non-linear factors in the shock absorber system, such as friction between the wedge piston and the key of the ceramic box, the non-linearity of the torsional force compared to the vibration displacement, and the fluctuation of the ER fluid in the shock absorber. Simulation results for vibration of self-coupled ER damper (a) without piezo-ceramic output voltage and (b) with piezo-ceramic output voltage.

Figure 1. Working course of adaptive damper composed of ER fluid and piezoelectric ceramic.
Figure 1. Working course of adaptive damper composed of ER fluid and piezoelectric ceramic.

2 Flexible Sound-Tunable ER Composite Layer 2.1 Introduction

Sound Tunable Characteristics of Flexible ER Layer [131]

The vibrational properties of ER fluid under an electric field are controlled by the electrically induced viscoelasticity in the material. Thus, the coupling vibration in the upper plastic film is amplified after the electric field is applied.

Figure 15. (a) Configuration of the thin electrorheological fluid layer and (b) schematic diagram of the measurement setup
Figure 15. (a) Configuration of the thin electrorheological fluid layer and (b) schematic diagram of the measurement setup

Vibration-Radiation Model of the ER Layer [134]

The vibration in the upper plastic film generated by the ER fluid is therefore weak and leads to a low sound radiation from the surface of the upper plastic film [133]. The complex viscoelasticity in ER fluids causes the complexity in the vibrational properties in the ER layer.

The sound pressure at point P, which is on the center-vertical axis and at a distance z from the center of the piston, can be expressed as [133].

Frequency (Hz)

Sound radiates directly from the surface of the top plastic film, so the speed of the top plastic film is of primary importance and can be calculated as For example, the vibrations of a four-sided attached ER layer can be much more complex, and the storage and loss moduli vary with frequency.

Summary

These tunable characteristics provide a methodology for designing phononic crystals with a tunable acoustic gap in the low-frequency region. For example, these ER layers could be used as inclusion layers in layered one-dimensional phononic crystals or used in a unit cell composite as a design element in multidimensional phononic crystals.

Acknowledgements

Within the 80–150 Hz band, the flexible ER liquid thin film exhibits obvious tunable properties. In addition, ER's own flexible thin films can be used to develop controllable acoustic devices such as audio amplifiers and phase tuners.

Zhao, Temperature effect of TiO2 rare earth doped electrorheological fluids, Journal of Physics D: Applied Physics. Zhao, Temperature effect of TiO2 rare earth doped electrorheological fluids, Journal of Physics D: Applied Physics.

E LECTROELASTICITY P ROBLEMS

OF P IEZOELECTRIC M ATERIALS AND A F ULL

S OLUTION OF A D IELECTRIC C RACK

1 Introduction

Furthermore, in Section 5, the COD intensity factor is proposed as a suitable fracture criterion, indicating that when field stress is prescribed, applied positive electric field reduces fracture toughness, while negative electric field increases fracture toughness. However, when far-field deformation is prescribed, applied positive electric field increases fracture toughness, while negative electric field decreases fracture toughness.

2 Electroelasticity Problems

Basic Equations

However, when far-field stress is described, the applied positive electric field increases the fracture toughness, while the negative electric field decreases the fracture toughness. transversely isotropic piezoelectric ceramics takes the following form. 3c) Here the stress and electric field components can be expressed in terms of elastic displacements and electric potential, respectively, with the following equations.

Table 1. The relevant material properties
Table 1. The relevant material properties

Boundary Conditions

Due to the opening of cracks, the interior of the crack, such as vacuum, can actually be treated as a dielectric; so there is an electrical potential difference across the opening crack. Note that ∆u and ∆φ are final values ​​of crack opening displacement and potential difference across the crack surfaces behind the deformation, not before the deformation.

3 Two-Dimensional Problems

  • Dielectric Crack Problems
  • Electric Displacement at the Crack Surfaces
  • Full Electroelastic Field in the Entire Piezoelectric Plane
  • Asymptotic Crack-Tip Field

It is clear that a comparison of (73b) and (80a) shows that σzz(x,0) at the crack plane is independent of applied electric charge and material properties. 6 it is seen for a vacuum crack, the electrical displacements at the crack surfaces lie between those for an impermeable crack and a conductive crack.

Table 2. The eigenvalues of relevant material properties
Table 2. The eigenvalues of relevant material properties

4 Three-Dimensional Problems

General Solution

The above system of partial differential equations has non-trivial solutions, so the coefficients must satisfy the relations, which are the same as in the two-dimensional case. Once generalized harmonic functions Fj are found, the elastic displacement and potential are expressed in terms of Fj as follows.

Dielectric Crack Problems

Furthermore, in the case of prescribed strains∞ = 2×10−4, the impermeable crack does not close for E∞ < 18 kV/cm for the two-dimensional case, while the crack closes at about E∞ = 14 kV/cm for the two-dimensional case. a three-dimensional example that can be found in Fig. Therefore, explicit analytical expressions for the entire electroelastic field in terms of elementary functions are given.

Figure 11: Electric displacement at the crack surfaces for a cracked PZT-4 as a function of applied electric field for a three-dimensional case, a) σ ∞ = 8 MPa, b) s ∞ = 2 × 10 −4 .
Figure 11: Electric displacement at the crack surfaces for a cracked PZT-4 as a function of applied electric field for a three-dimensional case, a) σ ∞ = 8 MPa, b) s ∞ = 2 × 10 −4 .

Asymptotic Crack-Tip Field

From the above, the stress, strain, electric displacement and electric field intensity factors near the crack front are according to their definitions. This means that the applied mechanical load strongly affects the electrical displacement singularity near the crack front, and its intensity factor also changes with the dielectric permittivity of the crack interior.

5 Fracture Criterion

The reason is that the applied positive field can induce the piezoelectric ceramic to expand along the pole direction and help crack growth when the cracked piezoelectric body is not restrained. Despite the above, if the cracked piezoelectric body is fixed at a certain distance, which can be described by prescribed elastic strain or displacement, this, in turn, causes the cracked piezoelectric stiffness to expand along the opposite direction , i.e.

Figure 15: K COD / √
Figure 15: K COD / √

6 Conclusion

It is interesting to note that all curves intersect at E0 = 0. This suggests that the values ​​of KCOD under purely mechanical loading are the same for any dielectric crack in a piezoelectric solid. Effects of electric field on crack growth for a penny-shaped dielectric crack in a piezoelectric layer J.

A NALYSIS OF H YBRID A CTUATED L AMINATED P IEZOELECTRIC S ANDWICH B EAMS AND A CTIVE

V IBRATION C ONTROL A PPLICATIONS

Since an orthorhombic crystal system of mm2 class has five piezoelectric constants and they can couple electric fields with strain fields, studies have been done to investigate new smart structure concepts using them (Barrett, 1992; Zhang and Sun Benjeddou et al Aldraihem and Khdeir, 2000, Raja et al., 2002). Intelligent constructions of sandwich structures are proposed, in which piezoelectric materials are either bonded to the surface or placed as a core together with the regular soft-core material (Koconis et al., 1994).

2 Extension and Shear Actuations

  • Basic Equations and Weak Formulation
  • Constitutive Models
    • Stress-Strain Relations for Extension Actuated Lamina (EAM) The active lamina properties with respect to material axes are defined as follows
    • Stress – Strain Relations for Shear Actuated Lamina (SAM)
    • Stress Resultants of Hybrid Actuated Sandwich Beam
  • Electric Field to Potential Relations
  • Finite Element Formulation for Hybrid Actuated Beam
    • Displacement Field Equations and Kinematic Relations
    • Smart Sandwich Beam Finite Element

The shear strain of the sandwich beam cross section is obtained from the shear deformation of the core laminate using the small shear approximation. I I is the mean potential, I1i Ii Ii is the potential difference (Figure 3), and hk is the distance of the kth layer from the mid-plane of the sub-laminate.

Figure 2 Extension and shear actuation
Figure 2 Extension and shear actuation

3 Bending and Free Vibration Behaviour of Smart Sandwich Beams

Bending Behaviour of Hybrid Actuated Sandwich Beams

In the second analysis, a hybrid-operated cantilevered sandwich beam is constructed with superimposed slide and extension actuators and the beam configuration is shown in Figure 9. The Clamped-Free (C-F), Clamped-Clamped (C-C), Clamped-Hinged (C-H) and Hinged-hinged (H-H) boundary effects are included in the analysis.

Figure 11 Hybrid actuated C-C sandwich beam with segmented actuators 3.1.1 With Collocated Actuators
Figure 11 Hybrid actuated C-C sandwich beam with segmented actuators 3.1.1 With Collocated Actuators

4 Distributed Active Vibration Control

Active Control Strategies

  • Displacement Feedback (Proportional Control)
  • Velocity Feedback (Derivative Control)

The electric charge (q) indicates the displacement of the system, so the velocity of the charge (dq/dt = i: sensor current) is the velocity of the system. In velocity feedback control, the trigger signal is in phase with the system velocity (900 phase guide with system lag), so that a dissipative force (active damping) is introduced into the system (see Figure 17 b).

State-Space Formulation

  • State-Space Models in Physical Domain

It can be observed that the sensor patch senses the charge induced due to the associated node displacements and outputs it as sensor voltage. The speed information from the sensor patch can be further obtained by differentiating the charge signal using a differentiator (analog or digital).

Figure 18 Block diagram of control system (Physical domain)
Figure 18 Block diagram of control system (Physical domain)

ª ºªº

44) 4.2.2 State-Space Models in Modal Domain

  • Modal Control
    • State Feedback
    • Output Feedback
  • Condensation of System Matrices
  • Pole Placement and Mode Shape Control
  • Active Vibration Control and Modal Response Analysis
  • Pole Placement and Mode Shape Control

The system response u(t) can be represented as a linear combination of the set of desired Eigenvectors

Figure 19 shows the signal flow in modal output feedback control system.
Figure 19 shows the signal flow in modal output feedback control system.

5 Conclusions

Saravanos, D.A. og P.R.Heyliger, 1995, "Coupled Layerwise Analysis of Composite Beams with Embedded Piezoelectric Sensors and Actuators," Journal of Intelligent Material Systems and Structures, Vol.6 (3), s.350-363. Tzou, H.S., og C.I.Tseng, 1990, "Distributed Piezoelectric Sensor/Actuator Design for Dynamic Measurement/Control of Distributed Parameter Systems - A Piezoelectric Finite Element Approach," Journal of Sound and Vibration, Vol.138 (1), s.17 -34.

V IBRATION C ONTROL OF CD-ROM AND HDD S YSTEMS U SING P IEZOELECTRIC S HUNT C IRCUITS

So far, numerous research activities on the vibration suppression of the feed system have been undertaken. However, the study on the dynamic characteristics of the CD-ROM drive base is considerably rare.

2 CD-ROM Drive Base 2.1 Admittance Analysis

Shunt Performance

Figures 5 and 6 present the measured piezoelectric shunt damping performance for two target frequencies in the frequency and time domain. Vibration reduction by the piezoelectric shunt damping is expected to significantly improve the performance of the CD-ROM drive.

Figure 5. Frequency and time responses of the piezoelectric shunt damping at mode 1
Figure 5. Frequency and time responses of the piezoelectric shunt damping at mode 1

3 HDD Disk-Spindle System 3.1 Shunt Circuit Design

Sensitivity Analysis

The generalized electromechanical coupling coefficient of the proposed shunt system is used as one of the main modal parameters. Furthermore, since the desired design objective of the optimal design is to maximize the shunting damping performance with minimal variation in the dynamic drive characteristics, the vector of modal parameters is chosen by .

Z ǻȟ

Z ǻȥ

Shunt Performance

However, the experimental results show that the shunt damping using the proposed piezoelectric bimorph can be effectively applied to the vibration suppression of HDD disk-spindle system. Measured frequency responses of the drive shaft system using piezoelectric damping (impact point, measurement point).

Figure 12. Photographs of the proposed drive with the piezoelectric bimorph
Figure 12. Photographs of the proposed drive with the piezoelectric bimorph

4 Conclusion

J., (1996), Multimode Passive Vibration Suppression with Piezoelectric Materials and Resonant Shunts, Journal of Intelligent Material Systems and Structures, 5, 49-57. W., (2001), Active-Passive Hybrid Piezoelectric Networks for Vibration Control: Comparison and Improvement, Smart Materials and Structures.

P ROGRESS IN S TRUCTURAL H EALTH M ONITORING

AND N ON - DESTRUCTIVE E VALUATION U SING P IEZO - IMPEDANCE T RANSDUCERS

Introduction

The recent developments facilitate a much broader and more meaningful application of the EMI technique for SHM/NDE of a wide spectrum of structural systems ranging from aerospace components to civil structures. In principle, this technique is comparable to the global dynamic techniques, but the sensitivity is of the order of the local ultrasonic techniques.

Piezoelectric Constitutive Relations

Similarly, H33T H33T (1 G j) is the complex electrical permittivity of the PZT material at zero voltage, G is the dielectric loss factor. Similarly, electrical loss is caused by the phase lag of the electrical displacement behind the electric field.

Existing PZT-Structure Interaction Models

4), the magnitude of the force in the PZT patch (or structure) can be calculated as Feq KSlSeq. Furthermore, the mechanical impedance Z of the structure is by definition related to the axial force F in the PZT patch at .

The electromechanical admittance of the entire PZT patch can be obtained simply by multiplying the above expression by a factor of 2.4, which shows the effect of damage on the conductance signature of a PZT patch bonded on a steel beam.

1sin1

As such, Zhou et al. cannot be used to experimentally determine the mechanical impedance of the drive point. To alleviate the shortcomings inherent in existing models, Bhalla and Soh (2004b) proposed a new PZT-structure interaction model based on the concept of 'effective impedance'.

Effective Mechanical Impedance and Associated Modelling

The effective driving point (EDP) impedance of the host structure can also be defined along similar lines. The overall planar force (or the effective force), F, is related to the EDP impedance of the host structure by.

Fig. 7 presents a close view of the interaction of one quarter of the patch with the corresponding one-quarter of host structure, taking advantage of the symmetry
Fig. 7 presents a close view of the interaction of one quarter of the patch with the corresponding one-quarter of host structure, taking advantage of the symmetry

Gambar

Figure 6 “Surfactant Bridge” set up between two surfactant containing spheres with different gap under electric field
Figure 11. Flow curves of shear stress of pure TiO 2  ER suspension (open system) and typical 10 mol%
Figure 10. (A) Cr2p XPS spectra at different Cr/Ti molar ratio (a) 5 mol%; (b) 10 mol%; (c) 15 mol%;
Figure 15 (a) TEM image and (b) N 2  adsorption/desorptin isotherms mesoporous Ce-doped TiO 2
+7

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