piezoelectric networking for structural vibration control · piezoelectric networking for...

49
Structural Dynamics and Controls Lab PENNSTATE Piezoelectric Networking for Structural Vibration Control K. W. Wang Diefenderfer Chaired Professor in Mechanical Engineering Structural Dynamics and Controls Lab The Pennsylvania State University University Park, PA 16802 USA

Upload: dangdung

Post on 27-May-2018

225 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE

Piezoelectric Networking for Structural Vibration Control

K. W. WangDiefenderfer Chaired Professor in Mechanical Engineering

Structural Dynamics and Controls LabThe Pennsylvania State University

University Park, PA 16802USA

Page 2: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Background -- Piezoelectric Materials

τ : stressε : strainβ33 : dielectric const.h31 : piezo coefficient

D : electrical displacement

E : electrical fieldEs: elastic modulus

31

31 33

sE hhE D

τ εβ−

= −

Mechanically Respond to Electrical Inputsand Electrically Respond to Mechanical Input

Apply electricfield

Induce mechanical strain or stress

Deform material

Induce electrical field or displacement

Page 3: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Background

Good bandwidth and authorityIntegration with host structures to form smart structures with distributed actionsCombined sensor and actuator functions -- Self-sensing and collocated control

Piezoelectric Materials for Structural Control

Has Potential for Various Applications

Page 4: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Piezoelectric Materials for Structural Control

• FAQ & ChallengesHigher authority and efficiency? Better controllability and precision?Fail-safe property - can we limp home?

Piezoelectric circuit networking

Piezoelectric tailoring for better combination of actions

Electrical tailoring Mechanical tailoring

Page 5: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Some Research Highlights

• Hybrid Damping and Control

• Adaptable Narrowband Disturbance Rejection

• Vibration Delocalization of Nearly Periodic Structures

Page 6: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Background on Active-Passive Piezoelectric Actions

Inductor

Resistor

Structure

Piezo actuator

Controller

Structure

VoltageSource

Piezo actuator

Sensor

Active Scheme

Passive Scheme [Hagood and Von Flotow, 1991]- Tuned electrical damper/absorber

Different topologies – Different arrangement of the

active and passive elements– Different types of active source

Passive elements– Provide passive damping and

fail-safe property– Enhance active authority or

efficiency

Self-Contained Active-Passive Hybrid Piezo

Networks (APPN)

Va

Va

Ia

Ia

piezo piezo

piezo piezo

Page 7: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Open Loop Experiments

Shunt circuit together with active source will introduce passivedamping (tuned damper effect) as well as enhance active authority (resonant driver effect)

Y1 (passive damping index) = vibration amplitude / disturbance forceY2 (active authority index) = vibration amplitude / control voltage

160 165 170 175 180 185 190 195 200 205-60

-55

-50

-45

-40

-35

-30

-25

-20

Frequency (Hz)

No Shunt

Y1(dB ) Tuned damper effect

With Shunt

(dBY2 )

Frequency (Hz)160 165 170 175 180 185 190 195 200 205

-50

-45

-40

-35

-30

-25

-20

-15

-10

Separated

Resonant driver effect

V

Integrated APPN

V

Page 8: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Active-Passive Hybrid Piezo Networks (APPN)

Observation• Passive circuit could enhance

passive damping and active authority in APPN - integrated design is better than separated design

Issues• Circuit parameters tuned for

purely passive systems might not be optimal for the hybrid configuration

Need a simultaneous controller and circuit synthesis process

Inductor

Controller

Resistor

Structure

VoltageSource

Sensor

Piezo actuator

Page 9: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE APPN- Ring Structure

Controller

Active VoltageSource

Passive

SensorSignal

PZT 1

PZT2PZT3

Circuit

Structure Equation:

Circuit Equation:

2 1T

cLQ RQ K Q K q V+ + + =

1Mq Cq Kq K Q F+ + + =

o obV K q=Sensor Equation:

i i i iy A(R,L )y B(R,L )u= +State-Space Formulation:

State matrix and input matrix are dependent functions of the passive control parameters

Page 10: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE A Simultaneous Controller/ Circuit Design Method

Solve Ricatti Equationand Lyapunov Equation

Calculate Cost Function J

Modify R & L

J Minimized ?Yes

No

Output Active Gains and R & L

Coupled Optimal Control-Optimization Process– Given passive R and L,

determine active gains via optimal control: minimize objective function Jreflecting vibration reduction and control effort

– Modify R and L via optimization scheme to further reduce J while updating active gain: search for optimum among optimum

Initialize PassiveParameters R & L

Select WeightingMatrices Q & S

Page 11: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Optimal RL Values vs. Performance Weighting

• Optimal RL values for the hybrid system can be quite different from the RL values optimized for the purely passive system as the demand on performance increases

400

600

800

1000

1200

1400

1600

1800

2000

2200

17 18 19 20 21 22 23

Optimal passive value

Resistance (Ω)

Inductance ( Henries )

Increase weightingon performance

Concurrent method is useful for hybrid system

Page 12: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE APPN-Ring Structure

Control effort (volts)

-500

0

500

0 1 2

-500

0

500

-2

0

2

0 1 2

-2

0

2

Vibration amplitude (mm)

Controller

Active VoltageSource

Passive

SensorSignal

PZT 1

PZT2PZT3

Circuit

More Bang for the Buck !!

σw (mm) σV1 (volts) σV2 (volts) σV3(volts)Uncontrolled 10.23 - - -

Purely Active Case 1.08 379 244 244Active-Passive Hybrid Case 0.67 79.3 61.8 97.4

Page 13: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Some Research Highlights

• Hybrid Damping and Control

• Adaptable Narrowband Disturbance Rejection

• Vibration Delocalization of Nearly Periodic Structures

Page 14: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Adaptable Narrowband Disturbance Rejection -- Background and Motivation

Problem of Interest • Machine or structure under

harmonic disturbance• Disturbance frequency varies

Example• Machine with rotating unbalance

Rapid frequency variation during spin-up and spin-down Slow frequency variation due to changing operating conditions

Passive approach would not be effective

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1-1

-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

Machine

t

F(t)

Page 15: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Active-Passive Absorption/ Isolation

A High Performance Active-Passive Hybrid Approach

Based on the concept of absorber dynamicsTune passive inductor to nominal frequency Use active feedback for frequency tracking

Active variable inductor

Active-Passive Piezoelectric Vibration Absorber/isolator Pad

Foundation

VoltageSource for

Active Control

PassiveInductor

Inherent Resistance

Use active feedback to increase performance and robustness

Negative resistanceActive coupling enhancement

Page 16: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEActive Inductance and Resistance

• General System Model:

• Active Inductor Control Law

• Want to simulate an ideal variableinductor (no internal resistance)

Add negative resistance action to reduce overall resistance

ˆ ( )DC

Tp p C CS

p

M q Cq K q K Q F f t

1L Q R Q Q K q VC

+ + + = ⋅

+ + + =

KD = open-circuit stiffness matrix

KC = coupling vectorLp = passive inductanceRp = internal resistance of

passive inductorCp

S = capacitance of PZT atconstant strain

VC = control voltage( ) ( )C ainductorV L t Q= − ⋅

( )C aresistorV R Q=

( ) ( ) ( )( ) ta a

C L Lp p 0

L t RV t V t V t dtL L

= − + ∫

Implement through a PI control on voltage across passive inductor

Page 17: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEActive Coupling Enhancement

Effective bandwidth of absorber is related to electro-mechanical coupling

higher coupling = higher performance, more robustness

Closed-Loop Circuit Equation:

Can’t change Kc for a given systemCan increase effective coupling in circuit equation

Active Coupling Control Law

ˆ ( )DC

Tp p C CS

p

M q Cq K q K Q F f t

1L Q R Q Q K q VC

+ + + = ⋅

+ + + =

( ) , TC ac C acV G 1 K q G 1= − − ≥

( ) ( )( ) Tp a p a ac CS

p

1L L t Q R R Q Q G K q 0C

+ + − + + =

Page 18: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Effects of Active Actions

Experimental Results

0 50 100 150 200 250 300-80

-60

-40

-20

0

20

Mag

(x/F

), dB

short circuit passive absorber with active coupling & negative resistance

Freq (Hz)

Active inductor

• Active coupling and negative resistance increase both performance and robustness

• Active inductance tracks the operating frequency

Page 19: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEStability Analysis of Adaptive Absorber

• Use Lyapunov’s method to find stability criteria for adaptive (time-varying) absorber

• System Equations in matrix form:

• Lyapunov Function Candidate:

Physical meaning:Total energy of system

Dac C

T acac Cac t ac t S

pM C

K

K G KM 0 C 0 0

z z zGG K0 G L ( t ) 0 G R 0C

+ + =

ac

qz

Q1Q Q

G

=

=

where

T T1 1V( z ) z Kz z Mz2 2

= +

Page 20: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEStability Analysis of Adaptive Absorber

• Condition for V(z) to be a valid Lyapunov Function:

For SDOF system, reduces to

• With and use Invariance Principle, derive sufficient condition for stability:

D S Tac p C CK G C K K 0− >

[ / ] S 2 3t pC M 2 0 R C δ ω ω− > ⇒ − <

Closed-loop system is stable if coupling gain is not too large and frequency is not

decreasing very rapidly

ac 2ij

1G 1K

< +

Bound on coupling gain

Bound on frequency reduction rate for given resistance

( ) 0V z ≤

Page 21: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Vibration Isolation –Experimental Setup

Shaker (input force) Load cell

Accelerometeron foundation Piezo stack actuator

and sensor

• Linear Chirp Excitation Parameters:

ωο = 430 Hz (resonant)

• Passive Baseline: optimally damped passive piezoelectric absorber

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1-1

-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

t

f(t)

o/ .005, .02, .05, .10ω ω =

Page 22: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Vibration Isolation – Experimental Transient Performance

2.2 2.4 2.6 2.80

10

20

30

40

50

60

time (sec.)

Acc

. (m

/s2 )

optimal passiveclosed loop

Transient Response Envelope ( )o/ .05=ω ω

% ReductionRMS Response

0.005 83.70.020 83.60.050 86.50.100 82.7

o/ω ω

Vibration transmissibility is greatly reduced (80% reduction) with active-passive piezoelectric absorber/isolator

Page 23: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Smart Airframe

• Traditional active airframe vibration control --centralized actuator configuration

Not the best distribution Large effort required -heavy hydraulic actuators

Piezo Stack

• New smart structure configuration -- distributed actuation “built-in” throughout the airframe

Optimal location of actuators for various types of disturbanceBetter performance with less control effort

Page 24: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEExperimental Setup

Page 25: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEActive Vibration Control Demonstration

0 2 4 6 8 10-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

Ac-

Z6 A

ccel

erat

ion

[g]

Shaker Excitation

Actuation initiated

Time - [sec]

Page 26: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATEActive Vibration Control Demonstration

Page 27: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Some Research Highlights

• Hybrid Damping and Control

• Adaptable Narrowband Disturbance Rejection

• Vibration Delocalization of Nearly Periodic Structures

Page 28: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Background: Periodic and Nearly Periodic Structures

Substructures designed to be

identical• Periodic structure examples: bladed-disks, space structures, satellite antenna, etc.

• Perfectly periodic structure (ideal case)− In a vibration mode, energy/amplitude are uniformly

distributed and extended throughout the substructures

• Nearly (mistuned) periodic structure (in reality) -- small differences among substructures

− When the coupling between substructures is weak, mistuning can cause vibration localization

Energy is confined in a small region - increase amplitude and stress locallyDetrimental to structure health

Page 29: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Vibration Localization

• The mistuned system is a small perturbation to the ideal case – stiffness variation among substructures with standard deviation σ

• Modes are drastically changed !!

0 10 20 30 40 50 60 70 80-1-0.8-0.6-0.4-0.2

00.20.40.60.81

0 10 20 30 40 50 60 70 80-1-0.8-0.6-0.4-0.2

00.20.40.60.8

1

Perfectly PeriodicNearly Periodic σ=0.01

0 10 20 30 40 50 60 70 80-1-0.8-0.6-0.4-0.2

00.20.40.60.81

Nearly Periodic σ=0.0025

Substructure #

Page 30: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Background: Vibration Localization Study

• Previous work focused on predicting and exploring the cause of vibration localization (Hodges, 1982; Mester and Benaroya, 1995; Pierre, et al., 1996; Slater, et al., 1999).

• Little work has been done on reducing/eliminating vibration localization

− Modify the nominal mechanical stiffness of some of the substructures (Castanier and Pierre, 1997): not trivial to implement

− Shorting piezoelectric patches on blades to increase coupling (Agnes, 1999; Gordon and Hollkamp, 2000): improvement not obvious

− New method?

Page 31: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE New Idea

Create piezoelectric networks to destroy localization (delocalization)by forming an additional strong wave channel

• Individual resonant piezoelectric shunts on local substructures can absorb vibration energy in electrical form;

• The resonant shunts are coupled through capacitors to create an additional electro-mechanical wave/energy channel with strong coupling Localized energy can now propagate in electrical form.

Piezoelectric Patch

L

Piezoelectric Patch

L (Inductor)

Piezoelectric Patch

L

Ca

Ca

Ca (Capacitor)

Easier to implement than mechanical tailoringCan achieve high performance through fully utilizing electrical network dynamics

Page 32: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE System With or Without the Piezoelectric Circuits

2 2 21 1(1 ) ( ) ( ) 0j j j c j j c j jx s x R x x R x x− +−Ω + + ∆ + − + − =

Original Mechanical Structure (harmonic motion)

: stiffness mistuning, : mechanical couplingjs∆ 2cR

2 2 21 1(1 ) ( ) ( ) 0j j j c j j c j j jx s x R x x R x x yδξ− +−Ω + + ∆ + − + − + =

2 2 2 21 1( ) ( ) 0j j a j j a j j jy y R y y R y y xδ δξ− +− Ω + + − + − + =

Mechanical Structure integrated with piezoelectric circuits

: mechanical displacement : electrical displacement (charge flow in the circuits) : tuning ratio related to circuitry inductance: piezoelectric electro-mechanical coupling coefficient: coupling capacitance between circuits (electrical coupling)

ξδ

2aR

jxjy

Page 33: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Electromechanical Coupling Enhancement

Recent Observations• Promising delocalization results via piezo-networking• Treatment can be easily tuned via circuitry elements

Electromechanical coupling of piezoelectric patches -- Bottle Neck ?!

• Effectiveness is limited by the level of electromechanical coupling of the piezo patch – How much mechanical energy can be transferred?

Not strong enough to achieve global delocalizationDetermined by the piezoelectric material property, size and location of patches, and stiffness of host structuresDifficult to vary via passive design

Page 34: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Electromechanical Coupling Enhancement -- New Idea

The generalized electromechanical coupling coefficient (ξ) can be increased by negative capacitance circuit, added in series to the piezoelectric networks

/ ( )p nck k kξ κ= −

: related to substructure mechanical stiffness: related to piezo material properties (e.g., d13): electrical stiffness due to piezo capacitance : electrical stiffness change due to negative

capacitance

p

nc

k

kk

κ

Cneg

RfRs

+-

The negative capacitance can be realized using an op-amp based negative impedance converter (NIC) circuit

Utilizing an active coupling enhancement approach to increase the system electromechanical coupling improve the vibration delocalization performance of the piezoelectric networks

Page 35: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Transfer Matrix and Wave Analysis

• Transfer matrix description for general periodic structures

10 n-12 n 1v jj

j

xx

+ =

1v T vmj j j−=

2 2 2(1 2 ) / 1T1 0

m j c cj

s R R − Ω + ∆ + −=

• Transfer matrix

1

0( )mn j

j n=

= Πv T v

• Amplitude after propagating through n substructures

1

0 01 1(v ) lim log v lim log (T )vm

n jn n j nn nγ

→∞ →∞ =

= = Π

• The average exponential decay is determined by the Lyapunov exponent

Page 36: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Lyapunov Exponents• Lyapunov exponent is a measure of the asymptotic

exponential decay rate of the wave vector each wave decays spatially at the rate of e -γk (γk is the k-th L. exp.) Localization index

• Perfectly periodic structure has frequency passband:Passband: L. exp. is zero no decay (Vibration modes);

• When system has mistuning, there is no longer a passbandLarger L. exp = more vibration

localization

0.98 0.985 0.99 0.995 1 1.005 1.01 1.015 1.02-0.5

0

0.5

1

1.5

2

2.5

3Lyapunov exponent

Nondimensionalized frequency Ω

Perfectly Periodic

0.98 0.985 0.99 0.995 1 1.005 1.01 1.015 1.02-0.5

0

0.5

1

1.5

2

2.5

3Lyapunov exponent

Nondimensionalized frequency Ω

Nearly Periodic σ=0.0025

0.98 0.985 0.99 0.995 1 1.005 1.01 1.015 1.02-0.5

0

0.5

1

1.5

2

2.5

3Lyapunov exponent

Nondimensionalized frequency Ω

Nearly Periodic σ=0.01Pass band

Page 37: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Localization Index:Bi-coupled System

Tuned

0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8-1

0

1

2

3

4

5

6

7

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t

Tuned

0.99 1 1.01 1.02-0.5

0

0.5

1

1.5

2

2.5

3

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t Tuned Mistuned

Double passband

Mistuned

0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8-1

0

1

2

3

4

5

6

7

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t

Mistuned

• Two L. exponents corresponding to two wave typesIn the double passband, the upper branch of L. exp. plot will be the worst case → Localization IndexIn single passband range, the lower branch will govern the vibration modes → Localization Index

Page 38: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Localization Index:Wave Conversion

0 50 100 150-10

-8

-6

-4

-2

0

Number of substructure

Wav

e am

plitu

de in

Log

sca

le

0 50 100 150-10

-8

-6

-4

-2

0

Number of substructure

Wav

e am

plitu

de in

Log

sca

le

Wave type I Wave type II

Upper bound Upper bound

Lower bound Lower bound

Double passband (Ω=1.0035 )

• A wave incident is applied to mistuned system• Both wave types decay at similar fashion, first at the large

rate (upper branch), then at the small rate (lower branch)• localization Index : upper bound of L. exp.

Page 39: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Localization Index:Wave Conversion

0 50 100 150-18-16-14-12-10

-8-6-4-20

Number of substructure

Wav

e am

plitu

de in

Log

sca

le

0 50 100 150-12

-10

-8

-6

-4

-2

0

Number of substructure

Wav

e am

plitu

de in

Log

sca

le

Wave type I Wave type II

Upper boundLower bound

One wave is in passband; the other is in stop band (Ω=0.995 )

• Each wave decays at its respective L. exp.• Lower branch L. exp. governs the mode shape• Localization index: Lower bound of L. exp.

Page 40: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE System w/o Negative Capacitance

0.99 1 1.01 1.02-0.5

0

0.5

1

1.5

2

2.5

3

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t Tuned Mistuned

Zoom-in

• Green lines – localization index

• The worst case is the mode in the double passband with the largest L. exp.

Page 41: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE System with Negative Capacitance

• With negative capacitance, the double passband is evolved into two passbands

• The worst cases for mode localization are the modes at the edge of the passbands

0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8-10

1

2

3

4

5

6

7

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t

Tuned

Left passband Right passband

0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8-10

1

2

3

4

5

6

7

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t

Mistuned

0.98 1 1.02 1.04-1

0

1

2

3

4

Nondimensionalized frequency Ω

Lyap

unov

exp

onen

t

Tuned Mistuned

Zoom-in

Page 42: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATESystem with Negative Capacitance

With the design of negative capacitance, • Electromechanical coupling coefficient can be increased• Localization index is reduced

Modes are less localized with active coupling enhancement

0 0.2 0.4 0.6 0.8 1

0.3

Negative capacitance ratio

Elec

trom

echa

nica

l cou

plin

g co

effic

ient

, ξ

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.80

0.2

0.4

0.6

0.8

1

Electromechanical coupling coefficient, ξ

Loca

lizat

ion

inde

x

0.1

0.7

0.5

0.9

• Vibration localization is obviously reduced with the introduction of piezoelectric network and further greatly improved with negative capacitance

0 10 20 30 40 50 60 70 80-1

-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

0 10 20 30 40 50 60 70 80-1

-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

With Network but No Negative Capacitance

0 10 20 30 40 50 60 70 80-1

-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

Substructure #

Mod

al R

espo

nse No Treatment With Network and

Negative Capacitance

Nearly Periodic σ=0.01

Page 43: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Experimental Setup

Y

X

LASER VIBROMETERR

STAGES

CIRCUIT BOARDS

HP ANALYZER

BLADED DISK w/ PZT PATCH

LABVIEW PROGRAM

SHAKER

Page 44: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Bladed Disk and PZT Patch

Material: aluminum alloyTotal diameter: 12Inner (hole) diameter of the hub disk: 1.5Outer diameter of the hub disk: 3.5Blade number, length, width, and thickness: 18;

4.25; 0.305; 0.125

Dimensions (unit : inch)

Piezoelectric material: Type 5ARelative dielectric constant KT: 1750Electromechanical coupling factor k31: 0.36 Piezoelectric charge constant: 175*10-12 (C/N or

m/V)Young’s modulus :6.3*1010 (N/m2)

Length: 1.0

Width:0.30

Thickness:0.04

PZT Material PropertyPZT Geometry (unit: inch)

Page 45: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE

Piezoelectric network withoutPiezoelectric network with negative capacitancenegative capacitance

Synthetic Inductor and Negative Capacitor

Piezoelectric Patch

Piezoelectric Patch

Piezoelectric Patch

L_+

L

Ca

L

Ca

+_

_+

Synthetic inductor L=RR0C (Henry)

Negative capacitor C*= - C (Farad) Negative Impedance

Converter

Page 46: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Experimental Results

fe=201Hz fe=212Hz

-5

0

5

10

15

20

25

30

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

blade #

0

5

10

15

20

25

30

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

blade #

Am

plitu

de

pert

urba

tion

(µm

)

: system without piezoelectric network;: system with piezoelectric network but without negative capacitance;: system with piezoelectric network and with negative capacitance;

Vibration localization can be effectively reduced via piezoelectric networking and further improved by

negative capacitance circuits

Page 47: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Experimental Results

Standard Deviations of Blade Amplitudes

Blade amplitude distribution is more uniform with piezoelectric network, and is further improved by the

addition of negative capacitance

Case 1 Case 2 Case 30

2

4

6

8

Case 1 Case 2 Case 30

2

4

6

8

Case 1 Case 2 Case 30

2

4

6

8

Case 1 Case 2 Case 30

2

4

6

8

Case 1 Case 2 Case 30

2

4

6

8

Case 1 Case 2 Case 30

2

4

6

8fe= 212 Hz fe= 222 Hz fe= 234 Hz

fe= 193.5 Hz fe= 201 Hz fe= 206 Hz

Case 1: system without piezoelectric networkCase 2: system with piezoelectric network but w/o negative capacitanceCase 3: system with piezoelectric network w/ negative capacitance

Page 48: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE Overall Conclusion

• Piezoelectric networking can be utilized for different types of structural control enhancement -- vibration energy absorption, dissipation, and redistribution

General modal damping and controlAdaptable narrowband disturbance rejection Vibration delocalization

• Effective structural control can be achieved through electrical tailoring of the piezoelectric networks

With careful design, active-passive hybrid networks could outperform purely active and passive systems

Better performance than bothLess control effort, robust, and failsafe than purely active systems

Page 49: Piezoelectric Networking for Structural Vibration Control · Piezoelectric Networking for Structural Vibration Control ... piezo coefficient zD : ... Shaker (input force) Load cell

Structural Dynamics and Controls Lab

PENNSTATE

The End

Questions?