Yeong-Jong Moon Dept. of Civil and Environmental Engineering KAIST, Korea
Day 2. Lecturers: H.-J. Jung, H. Myung, KAIST, Korea Assistants: S.H. Park, D.D. Jang, KAIST, Korea...
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Transcript of Day 2. Lecturers: H.-J. Jung, H. Myung, KAIST, Korea Assistants: S.H. Park, D.D. Jang, KAIST, Korea...
Day 2.
Lecturers: H.-J. Jung, H. Myung, KAIST, Korea
Assistants: S.H. Park, D.D. Jang, KAIST, Korea
Asia-Pacific Student Summer School on Smart Structures TechnologyKAIST, Daejeon, Korea
August 1, 2008
2
Lab. Schedule
Time Topics
8/1 (Fri)13:00-17:00*
Demonstration: MR damper-based semi-active
control Lab.: Active control using piezo-actuator Introduction to student competition:
Project II: Structural Control
*Group 1: 13:00-15:00 Group 2: 15:00-17:00
MR Damper-based Semi-active Control System
3
Experimental Setup
4
Control Algorithm: Modal Neuro Control
MR Damper-based Semi-active Control System
5
MR Damper-based Semi-active Control System
Experimental Test Results
6
Experimental Test Results
MR Damper-based Semi-active Control System
Active Control Using Piezo-Actuator
Experimental Setup
7
Notebook DAQ Terminal block
Power Amplifier
PZT actuator
PZT sensor
Structure Cantilever beam made of aluminum (500(L) ⅹ 50(W) ⅹ 0.8(t) (mm))
Sensor, Compensator & Exciter Piezoceramic patch
Data Acquisition & Real Time Control Hardware: NI DAQCard-6062E for PCMCIA & Terminal Block
BNC-2110 Software: MATLAB Real Time Workshop
Other Equipments Power Amplifier (or High Voltage Amplifier)
Control Algorithm for active control Positive Position Feedback (PPF) Control (sample controller)
Active Control Using Piezo-Actuator
8
Experimental Setup
9
The equation of motion of the beam:
where, M, C, K : mass, damping, stiffness matrix of the beam
y(x,t) : displacement at the position y and time t
u : control input L: the location defining vector for u
The y(x,t) can be rewritten as the product of mode shape φ(x) and modal coordinate q(t).
→
Since, it is orthogonal among the modes, the equation of motion can be written as follows:
where, : damping ratio and natural frequency of the beam.
LuKyyCyM
LuqKqCqM LuqKqCqM TTTT
ieiiiiii uLqqq 22
,
(1)
(2)
Active Control Using Piezo-Actuator
Sample Control Algorithm: PPF Control
10
The control input u is generated by the PPF control scheme as
Where, is the output vector from a set of PPF filters described as
where, : the PPF filter frequency and damping ratio.
Then, the equation (2) can be rewritten as
Since, is square matrix, let’s define a new signal , which satisfies
where, g is the control gain.
Hu
qcccc22 ˆˆ2ˆ
cc ,
(3)
(4)
ˆ2 2 HLqqq eiiiiii (5)
HLe ˆ2 HLg ei (6)
Active Control Using Piezo-Actuator
Sample Control Algorithm: PPF Control
11
The resultant closed-loop system can be written as(7)
(8)
222 iiiiiii gqqq qcccc
222
02 2 iiiiii qqq
structure2c
02 2 ccc
compensator
2ig
iq
< The block diagram of PPF controller >
Active Control Using Piezo-Actuator
Sample Control Algorithm: PPF Control
12
-K-
control gain
Switch3
Switch2
Switch1
Sine Wave1
Sine Wave
PZT sensor
PZT actuator
x' = Ax+Bu y = Cx+Du
PPF control
0
Constant 0
Clock30
Clock20
Clock1
AnalogOutput
Analog OutputNational Instruments
DAQCard-6062E [auto]
AnalogInput
Analog InputNational Instruments
DAQCard-6062E [auto]
1
3
4
5
6
2
Active Control Using Piezo-Actuator
MATLAB Simulink Block for Experiment
13
① The voltage generated by PZT sensor is acquired through the DAQ card.
② PPF controller, which calculates the required control voltage.
③ If 0≤ time ≤ 20s, sine wave, else zero voltage will be provided.
④ If time ≤ 45s, the voltage determined by , else sine wave1 voltage will be provided.③
⑤ If time ≤ 60s, the voltage determined by , else the voltage calculated by PPF controller ④
will be provided.
⑥ The voltage determined by will provided to the PZT actuator through the DAQ card.⑤
Active Control Using Piezo-Actuator
MATLAB Simulink Block for Experiment
14
Student CompetitionProject 1: Structural
Monitoring
Lecturers: J.-J. Lee, Sejong Univ., K.Y. Koo, KAIST, Korea
Assistants: H.J. Park, H.J. Kim, KAIST, Korea
Asia-Pacific Student Summer School on Smart Structures TechnologyKAIST, Daejeon, Korea
July 28-August 16, 2008
Student CompetitionProject 1: Structural
Monitoring
16
Problems Description
Prob. 1Damage detection on a steel beam
- All data sets including baseline and 3 unknown states will be provided. - Identify damage existence, location and severity if possible. - You CAN use ANY algorithm and software, not limited to the peak-picking method and IDIS.
Prob. 2Monitoring of model structures
- Make each team’s own structure using pieces of steel beams which are provided. - Establish monitoring strategies fit to each structure. - Introduce damages - Perform vibration tests and damage identification
Problem Description
17
Problems Evaluation Criteria
Prob. 1(50%)
Damage identification results for 3 unknown data sets Programming skills for demonstration New methodologies (probably) will get additional points
Prob. 2(50%)
Novelty of problem definition (structure, damage type,
algorithms, etc.) Completeness of procedures Presentation/Demonstration skills Teamwork
Evaluation Criteria*
* Final evaluation criteria will be announced on 8/6 (Wed).
Student CompetitionProject 1: Structural
Monitoring
Student Competition
Prjoect 2: Structural Control
Lecturers: H.-J. Jung, H. Myung, KAIST, Korea
Assistants: S.-H. Park, D.-D. Jang, KAIST, Korea
Asia-Pacific Student Summer School on Smart Structures TechnologyKAIST, Daejeon, Korea
July 28-August 16, 2008
Student CompetitionProject 2: Structural
Control
19
Problems Description
Prob. 1Vibration control of cantilever beam using
piezo-actuator - Strain-rate feedback (SRF) control algorithm - SRF control algorithm can be obtained by slightly modifying PPF control algorithm.
Prob. 2Vibration control of cantilever beam using
piezo-actuator - Any control algorithm can be used - Neuro-control and fuzzy control are recommended
Problem Description
* New specimens for student competition will be distributed on 8/6 (Wed).
20
Problems Evaluation Criteria
Prob. 1(40%)
Damping ratio (50%) Settling time (5% of the initial value) (30%) Overshooting (20%)
Prob. 2(40%)
Completeness of control algorithm (40%) Damping ratio (30%) Settling time (5% of the initial value) (20%) Overshooting (10%)
Presentation(20%)
Presentation and demonstration skills Teamwork
Student CompetitionProject 2: Structural
Control Evaluation Criteria*
* Final evaluation criteria will be announced on 8/6 (Wed).